HomeMy WebLinkAboutPlanset - CAG-26-132RENTON SCHOOL AND PEDESTRIAN CROSSING NO. 2
GENERAL BID INFORMATION:
BUILDERS EXCHANGE OF WASHINGTON, INC. (425) 258-1303
CITY CONTACT:
ETHAN BELEN (425) 430-7221
CONSULTANT CONTACT:
TANI STAFFORD, PE (206) 284-0860
APPROVED FOR BID
CITY OF RENTON DATE
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
SUBMITTED BY:
CONTRACT NO. CAG-26-132
AWARD AMOUNT:
AWARD DATE:
AWARD TO:
G&O # 25462
SITE 3
116TH AVENUE SE AND SE 165TH STREET
NOT TO SCALE
SITE 1
UNION AVENUE NE AND NE 8TH STREET
NOT TO SCALE
SITE 2
HOQUIAM AVENUE NE AND NE 5TH STREET
NOT TO SCALE
06/05/26
WATER SYMBOLS
EXISTING PROPOSED DESCRIPTION
GAS/POWER/TELEPHONE SYMBOLS
WATER METER
GATE VALVE
GAS METER
GAS VALVE
POWER VAULT (SIZE VARIES)
UTILITY POLE
UTILITY PEDESTAL
SURVEY SYMBOLS
EXISTING PROPOSED DESCRIPTION
EXISTING PROPOSED DESCRIPTION
CONTROL POINT
BENCH MARK
BOUNDARY/PROPERTY CORNER
NAIL
MONUMENT (IN CASE)
MONUMENT (SURFACE)
LINETYPES
EXISTING PROPOSED DESCRIPTION
AVE
AC
ADJ
ALT
ALUM
ANSI
AP
ASPH
ASTM
ASSY
BF
BLDG
BLK
BO
BOP
BVCE
BVCS
CTR
CAP
CB
CI
CLR
CMP
CO
CONC
C
CONN
CONT
COR
CPEP
CPLG
CY
CONT
CL
CF
CFS
DC
DI
DIA
DOT
DIM
DWGS
D
E
EA
EL
ELEC
EOA
EOP
EVCE
EVCS
EXIST
FIG
FIN
FL
FT
GA
GALV
GI
GV
HDPE
HP
ID
IE
INV
IN
L
LB
LF
MAX
MFR
MH
MIN
MJ
MISC
N
NO
NTS
OC
OD
OPL
PI
PP
PVI
PE
PERF
PVC
PVMT
PVT
PC
PT
QTY
RET
RR
R
RED
REINF
REQD
R/W
R-O-W
SL
S
SCH
SF
SHT
SPECS
SQ
STA
STD
TB
TC
TEL
TESC
THRD
THRU
TYP
VERT
W
WSDOT
W/
W/O
AVENUE
ASBESTOS CEMENT PIPE
ADJUST
ALTERNATE
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
ANGLE POINT
ASPHALT
AMERICAN SOCIETY OF TESTING AND MATERIALS
ASSEMBLY
BLIND FLANGE
BUILDING
BLOCK
BLOW OFF
BEGINNING OF PROJECT
BEGIN VERTICAL CURVE ELEVATION
BEGIN VERTICAL CURVE STATION
CENTER
CORRUGATED ALUMINUM PIPE
CATCH BASIN
CAST IRON
CENTER LINE
CLEARANCE
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CONDUIT
CONNECTION
CONTINUOUS
CITY OF RENTON
CORRUGATED POLYETHYLENE PIPE
COUPLING
CUBIC YARD
CONTINUED
CLASS
CUBIC FEET
CUBIC FEET PER SECOND
DEGREE OF CURVATURE
DUCTILE IRON
DIAMETER
DEPARTMENT OF TRANSPORTATION
DIMENSION
DRAWING(S)
DRAIN
EAST
EACH
ELEVATION
ELECTRICAL
EDGE OF ASPHALT
END OF PROJECT
END VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
EXISTING
FIGURE
FINISHED
FLANGE
FEET
GAUGE
GALVANIZED
GALVANIZED IRON
GATE VALVE
HIGH DENSITY POLYETHYLENE PIPE
HIGH PRESSURE
INSIDE DIAMETER
INVERT ELEVATION
INVERT
INCH
LENGTH
POUND
LINEAR FEET
MAXIMUM
MANUFACTURER
MANHOLE
MINIMUM
MECHANICAL JOINT
MISCELLANEOUS
NORTH
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OLYMPIC PIPE LINE
POINT OF INTERSECTION
POWER POLE
POINT OF VERTICAL INTERSECTION
PLAIN END
PERFORATED
POLYVINYL CHLORIDE
PAVEMENT
POINT OF VERTICAL TANGENT
POINT OF CURVATURE
POINT OF TANGENCY
QUANTITY
RETAINING
RAILROAD
RADIUS
REDUCER
REINFORCE
REQUIRED
RIGHT-OF-WAY
RIGHT-OF-WAY
SLOPE
SOUTH
SCHEDULE
SQUARE FEET
SHEET
SPECIFICATIONS
SQUARE
STATION
STANDARD
THRUST BLOCK
TOP OF CURB
TELEPHONE
TEMPORARY EROSION AND SEDIMENT CONTROL
THREADED
THROUGH
TYPICAL
VERTICAL
WEST
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
WITH
WITHOUT
ABBREVIATIONS
ASPHALT CURB
CURB & GUTTER
ASPHALT PAVEMENT
CONCRETE SURFACING
CEMENT CONC. SIDEWALK
RIGHT-OF-WAY LINE
PROPERTY LINE (APPROXIMATE)
PERMANENT EASEMENT LINE
CONTOUR LINE10
E
SAWCUT LINE (APPROXIMATE LOCATION)
BURIED ELECTRICAL
T
TV
BURIED TELEPHONE/COMMUNICATIONS
BURIED CABLE TELEVISION
W WATER MAIN (SIZE AS NOTED)
G GAS MAIN (SIZE AS NOTED)
D
x x
xx
SANITARY SEWER MAIN (SIZE AS NOTED)
STORM DRAIN (SIZE AS NOTED)
FENCE/RAILING (TYPE AS NOTED)
FENCE WITH GATE
S
P
SURFACE FEATURES
SURVEY
UTILITIES
JA
BW
TLS
5
GENERAL
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
LEGEND.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
FIRE HYDRANT (3-NOZZLE)
CONSTRUCTION CENTERLINE ALIGNMENT
GENERAL NOTES:
1.ALL MATERIALS AND WORKMANSHIP SHALL BE FURNISHED AND SUPPLIED IN ACCORDANCE WITH THE 2025 WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
AND CITY OF RENTON PUBLIC WORKS STANDARDS, AND THESE CONTRACT DOCUMENTS UNLESS OTHERWISE SPECIFICALLY
NOTED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES IN ORDER TO
ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED, SECURED, AND/OR
PROTECTED. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL
HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES LOCATE
CENTER: CALL #811.
3.THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, ANY ADDENDA, CHANGE ORDERS AND THE CONTRACT
SPECIFICATIONS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4.THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE SOILS OR HIGH
GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS.
5.WHEREVER PLANS REFER TO "SAWCUT" OF ASPHALT CONCRETE PAVEMENT OR OIL MAT, OR CONCRETE SURFACE, THE
CONTRACTOR SHALL PERFORM A "NEAT LINE CUT" PER SPECIFICATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO
DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL.
NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
7.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 WASHINGTON STATE DEPARTMENT OF ECOLOGY.
8.SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR
ACCESSIBLE PUBLIC RIGHT-OF-WAY (CURRENT EDITION).
9.ALL WORK MUST STAY WITHIN THE RIGHT-OF-WAY AND CONSTRUCTION LIMITS SHALL NOT EXCEED BEYOND THE
RIGHT-OF-WAY. NO DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY EXCEPT FOR DRIVEWAY SMOOTHING/PAVING ACTIVITIES.
10.THE CONTRACTOR SHALL MARK BEGINNING AND END OF CONSTRUCTION ZONE PRIOR TO SAWCUTTING.
11.THE CONTRACTOR SHALL ENSURE ALL MAILBOX ACCESS REMAINS OPEN DURING CONSTRUCTION.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH KC METRO PER THE CONTRACT
PROVISIONS.
ORDER OF WORK
1.ATTEND PRECONSTRUCTION MEETING.
2.PROVIDE PUBLIC NOTICE TO ABUTTING PROPERTY OWNERS, SCHOOL DISTRICT.
3.PROVIDE SUBMITTALS.
4.CALL FOR LOCATES.
5.TAKE PRECONSTRUCTION PHOTOS.
6.INSTALL TEMPORARY EROSION CONTROL.
7.PERFORM POTHOLING.
8.INSTALL UNDERGROUND STRUCTURES.
9.COMPLETE REMAINDER OF THE WORK.
D
ABBREVIATIONS,
SYMBOL LEGENDS,
SHEET INDEX, AND
GENERAL NOTES
G-1
1
x
E E
EXISTING PROPOSED DESCRIPTION
STREET LIGHT ASSEMBLY/LUMINAIRE
PEDESTRIAN PUSHBUTTON POST
W/ PUSHBUTTON
POST MOUNTED LIGHT
ILLUMINATION AND BEACON SYMBOLS
RAPID RECTANGULAR FLASHING BEACON (DOUBLE SIGN)
RAPID RECTANGULAR FLASHING BEACON (SINGLE SIGN)
JUNCTION BOX
ELECTRIC SERVICE CABINET
SANITARY/STORM SEWER SYMBOLS
EXISTING PROPOSED DESCRIPTIONEXISTINGPROPOSEDDESCRIPTION
S
STORM DRAIN CATCH BASIN, CONCRETE
INLET, OR YARD/AREA DRAIN (ACTUAL
DIMENSION SHOWN FOR PROPOSED)
STORM DRAIN MANHOLE/TYPE 2 CATCH
BASIND
SANITARY SEWER MANHOLE
SURFACE FEATURES/LANDSCAPING
MAIL BOX (NOTED)
TREE STUMP
MODULAR BLOCK WALL
SHRUB
SIGN
TREE (CONIFER)
TREE (DECIDUOUS)
EXISTING PROPOSED DESCRIPTION
OVERHEAD UTILITIESOH
1.CONTACT MAPREQUEST@PSE.COM FOR ALL AS-BUILT DRAWINGS REGARDING UTILITY
LOCATIONS IN THE PROJECT AREA.
2.MAINTAIN A MINIMUM 1' VERTICAL SEPARATION WHEN CROSSING GAS MAINS OR
SERVICES.
3.MAINTAIN A MINIMUM 3' HORIZONTAL SEPARATION WHEN RUNNING PARALLEL TO GAS
MAINS OR SERVICES.
4.IF HP OR > 4" PIPE IS ENCOUNTERED, PLEASE CONTACT PSE PI INSPECTOR BEFORE
WORKING NEAR HP OR > 4" GAS MAINS:
DUSTIN WELLER AT 206-379-4347
DUSTIN.WELLER@PSE.COM
5.COORDINATE WITH PSE CUSTOMER CONSTRUCTION SERVICES AT 1-888-321-7779 AND A
PSE PROJECT MANAGER FOR RELOCATION OF GAS MAINS AND SERVICES AS NEEDED.
6.LOCATE AND PROTECT ALL GAS FACILITIES IN THE FIELD.
GENERAL PSE NOTES
PAVEMENT PLANING
EXISTING POTHOLE LOCATION
W W
Sheet List Table
Sheet No.Sheet Title
--COVER
G-1 ABBREVIATIONS, SYMBOL LEGENDS, SHEET INDEX, AND GENERAL NOTES
G-2 VICINITY MAPS
G-3 ALIGNMENT AND SURVEY CONTROLS - SITE 1, SITE 2
G-4 ALIGNMENT AND SURVEY CONTROLS - SITE 3
SP-1 SITE PREPARATION, DEMOLITION, AND TESC - SITE 1
SP-2 SITE PREPARATION, DEMOLITION, AND TESC - SITE 2
SP-3 SITE PREPARATION, DEMOLITION, AND TESC - SITE 3
C-1 INTERSECTION IMPROVEMENT PLAN - SITE 1
C-2 INTERSECTION IMPROVEMENT PLAN - SITE 2
C-3 INTERSECTION IMPROVEMENT PLAN - SITE 3
C-4 TYPICAL SECTIONS
C-5 TYPICAL SECTIONS
CR-1 CURB RETURN AND RRFB PLAN - SITE 1
CR-2 CURB RETURN AND RRFB PLAN - SITE 2
CR-3 CURB RETURN AND RRFB PLAN - SITE 3
CR-4 RRFB DETAILS
RD-1 ROAD DETAILS
RD-2 ROAD DETAILS
RD-3 ROAD DETAILS
WD-1 WATER DETAILS
CH-1 CHANNELIZATION PLAN - SITE 1
CH-2 CHANNELIZATION PLAN - SITE 2
CH-3 CHANNELIZATION PLAN - SITE 3
TC-1 TEMPORARY TRAFFIC CONTROL PLAN - SITE 1 WORK ZONE A
TC-2 TEMPORARY TRAFFIC CONTROL PLAN - SITE 1 WORK ZONE B
TC-3 TEMPORARY TRAFFIC CONTROL PLAN - SITE 2 WORK ZONE C
TC-4 TEMPORARY TRAFFIC CONTROL PLAN - SITE 2 WORK ZONE D
TC-5 TEMPORARY TRAFFIC CONTROL PLAN - SITE 3 WORK ZONE E
TC-6 TEMPORARY TRAFFIC CONTROL PLAN - SITE 3 WORK ZONE F
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
VIC_MAPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
VICINITY MAPS
G-2
2
NE
7
T
H
C
T
NE
7
T
H
S
T
NE
8
T
H
S
T
UNION AVE NE
SITE 1 - UNION AVE NE AND NE 8TH ST SITE 2 - HOQUIAM AVE NE AND NE 5TH ST
SITE 3 - 116TH AVE SE AND SE 165TH ST
SE
1
6
5
T
H
S
T
116TH AVE SE
116TH PL SE
HOQUIAM AVE NE
HOQUIAM PL NE
NE
5
T
H
S
T
PROJECT
LOCATION
PROJECT
LOCATION
SE
1
6
4
T
H
S
T
PROJECT
LOCATION
S
107
108
109
110
1907
100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+00 116+00 118+00 120+00 121+40
112
113
114
115
PI=104+07.85
PI=117+19.85
S
1
2
106
1408
1679
1680 1681
309+00300+00 302+00
304+00
306+00 308+00
PI=304+18.73
00 80'160'40'80'
SCALE:1"=80'
JA
TLS
RB
3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SURVEY_CONTROL.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
GENERAL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
SURVEY NOTES:
1.ALL DISTANCES ARE GROUND. AS IS MOST CASES WITHIN THE CITY OF
RENTON, THE COMBINED SCALE FACTOR WAS SO CLOSE TO 1.00000000
THAT NO SCALE FACTOR WAS APPLIED.
2.SURVEY PERFORMED USING LEICA GS16 GPS ON THE WSRN NETWORK
AND LEICA TS16 P 3 SECOND TOTAL STATION, USING TRAVERSE AND
RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY
REQUIREMENTS CONTAINED IN WAC 332-130-090.
3.TOPOGRAPHIC SURVEY PERFORMED JUNE 2025 AND REFLECTS THE
GENERAL CONDITIONS ON THE GROUND AT THAT TIME.
ALIGNMENT AND
SURVEY CONTROLS -
SITE 1, SITE 2
G-3
3
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR
PROPERTY LINES SHOWN HEREON
ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED
LOCATION AND ARE ONLY
APPROXIMATE.
00 80'160'40'80'
SCALE:1"=80'
SITE 1
SITE 2
SURVEY CONTROL & MONUMENTATION TABLE
HORIZONTAL DATUM:NAD83/91
WASHINGTON PLANE COORDINATE SYSTEM, NORTH ZONE, GRID NORTH
VERTICAL DATUM:NAVD88
HOLDING CITY OF RENTON PUBLISHED CONTROL
RENTON SCHOOL AND PEDESTRIAN CROSSING NO. 2
POINT NORTHING EASTING ELEV DESCRIPTION
1 181,933.13 1,314,644.13 457.10 SFMC=FOUND MONUMENT IN CASE, 2" ALUMINUM DISC, DOWN 0.35' IN CASE. IN W FOG LINE
OF INTX HOQUIAM AVE NE & NE 5TH PL.
2 181,191.10 1,314,641.85 428.53 SFMC, 2" BRASS DOME SET IN 4" SQUARE CONCRETE POST. DOWN 0.5' IN CASE. CENTER OF
INTX HOQUIAM AVE NE & NE 4TH PL.
106 181,821.04 1,314,643.77 455.51
SFMC, 2" BRASS DOME W/ PUNCH SET IN 4" SQUARE POST. DOWN 0.3' IN CASE, 1' W OF W
FOG LINE OF HOQUIAM AVE NE, AT CENTERLINE EXTENDED OF NE 5TH CIRCLE. 112' S OF
INTX W/ NE 5TH PL.
107 185,003.42 1,311,367.81 420.14 SFMC, NAIL SET IN CONCRETE. DOWN 0.7' IN CASE. CENTER OF INTX UNION AVE NE & NE
10TH ST. CITY OF RENTON SURVEY BENCHMARK #0806.
108 184,446.84 1,311,371.93 416.42 SFMC, 2" BRASS DOME W/ PUNCH SET IN 4" SQUARE CONC POST, DOWN 0.40' IN CASE.
CENTER OF INTX OF UNION AVE NE & NE 9TH PL.
109 183,691.45 1,311,377.41 411.28 SFMC, 1 1/2" BRASS DISC W/ PUNCH, DOWN 0.40' IN CASE. CENTER OF INTX OF UNION AVE
NE & NE 8TH ST.
110 183,283.61 1,311,380.36 415.15 SFMC, 1 1/2" BRASS DISC W/ PUNCH, DOWN 0.45' IN CASE. CENTER OF INTX OF UNION AVE
NE & NE 7TH ST.
112 185124.09 1311366.91 421.89 SFMC, 1 1/2" BRASS DISC W/ PUNCH SET IN 4" SQUARE CONC POST. DOWN 0.25' IN CASE. AT
INTX UNION AVE NE & TACOMA AVE NE.
113 184992.37 1311787.69 415.05 SFMC, BRASS PLUG W/ PUNCH SET IN 2" SQUARE CONC POST. DOWN 1.05' IN CASE. CENTER
OF INTX NE 10TH ST & VASHON AVE NE.
114 185415.28 1311364.82 425.83 SFMC, 1 1/2" BRASS DISC W/ PUNCH SET IN 4" SQUARE CONC POST. DOWN 0.5' IN CASE. AT
INTX UNION AVE NE & NE 11TH ST.
115 185129.26 1311152.88 423.42 SFMC, PIN SET IN CONCRETE, DOWN 0.05' IN CASE. CENTERLINE OF TACOMA AVE NE & 1007
TACOMA AVE NE.
1408 181,605.09 1,314,640.30 448.87 SSN*TEMP, MAG NAIL IN CENTERLINE EXTENDED OF NE 5TH ST. 4' W OF W FOG LINE OF
HOQUIAM AVE.
1679 181,605.54 1,314,792.80 453.21 SFMC, 2" BRASS DOME W/ "X" SET IN 4" SQUARE CONCRETE POST. DOWN 0.4' IN CASE.
CENTER OF INTX HOQUIAM PL NE & NE 5TH ST.
1680 181,525.59 1,314,612.90 442.58 SFRC, 1/2" REBAR W/ ORANGE PLASTIC "BOGDON 33487" CAP.
1681 181,620.64 1,314,613.14 448.21 SFRC, 5/8" REBAR W/ ILLEGIBLE ORANGE PLASTIC CAP.
1907 183,555.58 1,311,378.40 410.70 SFMC, 2" BRASS DOME W/ PUNCH SET IN 4" SQUARE CONCRETE POST. DOWN 0.45' IN CASE.
CENTERLINE OF UNION AVE NE.
UNION AVE NE
NE
1
0
T
H
S
T
UNION AVE NE
NE
7
T
H
C
T
UNION AVE NE
NE
9
T
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C
T
NE
7
T
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S
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NE
7
T
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NE
9
T
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L
NE
1
0
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S
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TA
C
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A
A
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E
N
E
NE
8
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UNION AVENUE NE - CONSTRUCTION CENTERLINE ALIGNMENT TABLE
POINT P.I. STATION NORTHING EASTING TANGENT
LENGTH BEARING RADIUS LENGTH DELTA
PI1 100+00.00 183,283.61 1,311,380.36
407.85 N 0° 24' 53" W
PI2 104+07.85 183,691.45 1,311,377.41
1,312.01 N 0° 25' 09" W
PI3 117+19.85 185,003.42 1,311,367.81
420.15 N 0° 24' 54" W
PI4 121+40.00 185,423.56 1,311,364.77
HOQUIAM AVE NE - CONSTRUCTION CENTERLINE ALIGNMENT TABLE
POINT P.I. STATION NORTHING EASTING TANGENT
LENGTH BEARING RADIUS LENGTH DELTA
PI1 300+00.00 181,191.10 1,314,641.85
418.73 N 0° 10' 34" E
PI2 304+18.73 181,609.83 1,314,643.13
481.27 N 0° 10' 34" E
PI3 309+00.00 182,091.10 1,314,644.61
NE
5
T
H
P
L
NE
5
T
H
S
T
NE
4
T
H
P
L
NE
4
T
H
S
T
NE
4
T
H
S
T
HOQUIAM PL NE
NE 4TH PL
NE
6
T
H
S
T
NE
6
T
H
S
T
NE
5
T
H
P
L
HOQUIAM AVE NE
HOQUIAM AVE NE
NE
1
1
T
H
S
T
〶⼰㔯㈰㈶
100
101
103
111
200+00 202+00 204+00 206+00 208+00
102 104
105
00 80'160'40'80'
SCALE:1"=80'
JA
TLS
RB
3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SURVEY_CONTROL.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
GENERAL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
SURVEY NOTES:
1.ALL DISTANCES ARE GROUND. AS IS MOST CASES WITHIN THE CITY OF
RENTON, THE COMBINED SCALE FACTOR WAS SO CLOSE TO 1.00000000
THAT NO SCALE FACTOR WAS APPLIED.
2.SURVEY PERFORMED USING LEICA GS16 GPS ON THE WSRN NETWORK
AND LEICA TS16 P 3 SECOND TOTAL STATION, USING TRAVERSE AND
RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY
REQUIREMENTS CONTAINED IN WAC 332-130-090.
3.TOPOGRAPHIC SURVEY PERFORMED JUNE 2025 AND REFLECTS THE
GENERAL CONDITIONS ON THE GROUND AT THAT TIME.
ALIGNMENT AND
SURVEY CONTROLS -
SITE 3
G-4
4
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR
PROPERTY LINES SHOWN HEREON
ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED
LOCATION AND ARE ONLY
APPROXIMATE.
MA
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SURVEY CONTROL & MONUMENTATION TABLE
HORIZONTAL DATUM:NAD83/91
WASHINGTON PLANE COORDINATE SYSTEM, NORTH ZONE, GRID NORTH
VERTICAL DATUM:NAVD88
HOLDING CITY OF RENTON PUBLISHED CONTROL
RENTON SCHOOL AND PEDESTRIAN CROSSING NO. 2
POINT NORTHING EASTING ELEV DESCRIPTION
100 168555.04 1305792.59 461.99
SSNT=SET MAG NAIL W/ "G&O CONTROL" TAG, 0.3' E OF W EDGE OF ASPHALT OF WALKING
PATH ON E SIDE OF 116TH AVE SE. CENTERLINE EXTENDED DRIVEWAY TO 16543 116TH AVE
SE.
101 169041.47 1305808.11 466.22 SSNT, W EDGE OF WALKING PATH ON E SIDE OF 116TH AVE SE. AT CENTERLINE EXTENDED
OF SE 165TH ST.
102 169620.89 1305830.77 467.43
SSNT, SE QUADRANT INTX SE 163RD ST & 116TH AVE SE. E EDGE OF WALKING PATH ON E
SIDE OF 164TH AVE SE. 3' W OF NW CORNER OF CHAINLINK FENCE (3' TALL) AT 11603 SE
163RD ST.
103 169053.98 1305492.65 480.19 SFMC, 2" BRASS DISC STAMPED "WRA 17364." IN BROKEN 4" SQUARE CONCRETE POST.
DOWN 0.3' IN CASE. INTX SE 165TH ST & 115TH AVE SE.
104 170133.51 1305851.07 465.54
SSRC=SET 5/8" REBAR W/ RED PLASTIC "G&O CONTROL" CAP. 2.35' E OF E BACK OF
SIDEWALK ON E SIDE OF 116TH AVE SE. 70' N OF CENTERLINE OF SE 162ND ST. ACROSS
FROM 16045 116TH AVE SE (WORD OF LIFE CHURCH).
105 170648.98 1305835.75 466.09 SFMC, 3" BRASS DISC W/ PUNCH, DOWN 1.25' IN CASE. CENTERLINE OF 116TH AVE SE AT N
MARGIN OF AN E-W WATER PIPELINE ROW. CITY OF RENTON SURVEY BENCHMARK #1640.
111 167989.62 1305752.85 459.08 SFMC, 1/8" COPPER PIN ON CONCRETE POST. DOWN 1.1' IN CASE. AT INTX SE 168TH ST &
116TH AVE SE. CITY OF RENTON SURVEY BENCHMARK #1863.
SITE 3
116TH AVE SE 116TH AVE SE
116TH AVE SE116TH AVE SE
115TH AVE SE
116TH PL SE
SE
1
6
5
T
H
S
T
116TH AVENUE SE - CONSTRUCTION CENTERLINE ALIGNMENT TABLE
POINT P.I. STATION NORTHING EASTING TANGENT
LENGTH BEARING RADIUS LENGTH DELTA
PI1 200+00.00 168,689.28 1,305,774.66
800.00 N 1° 47' 08" E
PI2 208+00.00 169,488.89 1,305,799.58
SE
1
6
8
T
H
S
T
S
E
1
6
8
T
H
S
T
SE
1
6
4
T
H
S
T
SE
1
6
4
T
H
S
T
SE
1
6
3
R
D
S
T
SE
1
6
2
N
D
S
T
SE
1
6
0
T
H
S
T
〶⼰㔯㈰㈶
D
D
D
D
D
D
D
D D D D D D D
D D D D D D DDDDDDDDDDDDD
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S S S S
S
SD
D
D
D
D
D
D
D
D
D
D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWW
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
6" GAS 6" GAS
2"
G
A
S
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
O
H
O
H
O
H
O
H
OH
OH
OH
OH OH OH OH OH OH OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH
E
E E E E E E E E E E E
E
E
E
E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
POWER SERVICE CABINET
E
E
POTHOLE #1A
POTHOLE #1B
POTHOLE #1C
COM COM COM COM COM COM COM COM COM
2" COMM
36" WATER (SPU)
S
12" CI WTR 12" CI WTR
12
"
D
I
W
T
R
4"
C
I
G
G
G
G
G
POTHOLE #1D
TTT
SSS
D
BU
S
BU
S
S
CITY OF RENTON
901 UNION AVE NE
0923059015
KIWANIS PARK
CITY OF RENTON
N/A
0923059192
GROSSRUCK FRANK
807 UNION AVE NE
0923059235
BARBER PHILIP R
801 UNION AVE NE
0923059115
VAIMAN LE A + IRINE L + ANDRE
4018 NE 7TH CT
8809100010
HONEY DEW SCHOOL
FACILITIES & OPERATIONS CTR
800 UNION AVE NE
1023059007
ANDERSON JOSEPH JR
+ KATHLEEN
772 UNION AVE NE
1023059318
CI
T
Y
O
F
R
E
N
T
O
N
N/
A
10
2
3
0
5
9
4
2
7
104+00 105+00 106+00
D
HV
F
HV
F
HVF
411
411
412
412
412
412
412
41
2
411
SCHOOL ZONE CAMERA
SCHOOL+DOWNWARD ARROW
"STOP"+STREET NAMES
(ON LIGHT POLE)
SCHOOL+DOWNWARD ARROW
+ STREET NAMES
"PHOTO ENFORCED"
CB NO. 1-1
CB NO. 1-3
00 10'20'5'10'
SCALE:1"=10'
SITE PREPARATION,
DEMOLITION, AND
TESC - SITE 1
SP-1
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PREP.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
1.FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING
CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
2.FURNISH AND INSTALL STRAW WATTLE PER CITY OF RENTON
STANDARD PLAN 213.40 IN APPENDIX B.
3.PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, CURB AND
GUTTER, PRECAST CONCRETE TRAFFIC CURB, CEMENT CONCRETE
PAVEMENT, MAILBOX, STRUCTURE OR FENCE DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET G-1.
4.SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT
DETAIL ON SHEET RD-2.
5.FURNISH AND INSTALL HIGH VISIBILITY FENCE PER WSDOT
STANDARD DETAIL I-10.10-01 IN APPENDIX B.
6.SAWCUT EXISTING CURB AND/OR SIDEWALK TO NEAREST FULL
JOINT AND PROVIDE CLEAN EDGE.
7.REMOVE AND WASTEHAUL EXISTING CURB, GUTTER, SIDEWALK,
PAVEMENT PER THE SPECIFICATIONS. COORDINATE WITH
PROPERTY OWNER AS REQUIRED. THIS WORK TO BE INCLUDED IN
REMOVAL OF STRUCTURE AND OBSTRUCTION.
8.PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT
PROTRUDE OR OVERHANG OVER NEW OR EXISTING PEDESTRIAN
FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. NOTIFY
CITY ARBORIST PRIOR TO PRUNING.
9.PROTECT EXISTING TREE, SHRUB, LANDSCAPE FEATURE.
10.REMOVE AND WASTEHAUL EXISTING STORM DRAINAGE
STRUCTURE/PIPE.
X
GENERAL NOTES:
1.SEE APPENDIX B OF THE CONTRACT PROVISIONS FOR
EROSION/SEDIMENTATION CONTROL NOTES.
2.SEE CHANNELIZATION PLAN FOR PERMANENT SIGN REMOVALS
AND RELOCATION.
SITE PREPARATION & TESC
CONSTRUCTION NOTES
UNION AVE. NE
NE
8
T
H
S
T
.
UNION AVE. NE
5
1 TYP.
1
1
16
3
6
3
7 4
4
6
6
3
7
3
5
3
3
1
1
STRAW WATTLE
CB INSERT
LEGEND
*
FULL DEPTH ASPHALT PAVEMENT REMOVAL,
10-INCH DEPTH.
FULL DEPTH CEMENT CONCRETE /
SIDEWALK REMOVAL
SAWCUT LINE
REMOVE CURB (AND GUTTER)
HVF HIGH VISIBILITY FENCE
2" GRIND AND OVERLAY
4
4
4
4
W W
W
W
W W W W W W W W W W W W W
xxxxxx
W
W
W
W
W
W
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
W
W
W
W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
xxxxx
W
W
D D D D D D D D D D
D D D D D D D D
D
D
D
D D D
D D D D D
D D D D D D D D D D D D D D D D D D D
D
D
D
DD
S
SSS
D
D
D
D D D D D D D D D D D D D D
S S S S S S S S S S S S S S S S S S S S
D
D
S S S S S S S S S S S S S S S S
G G G G G G G G G G G G G G G
G G G G G G G G G G G G G
G G G G G G G G G
G
G
G
G OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
POTHOLE #2A
G
G
G
G
G
S
8"
W
T
R
8" WTR
S
D
S
GERSTENBERGER FAMILY REOVOC
461 HOQUIAM AVE NE
1023059161
N/A
N/A
102305TRCT
PRESSEY CHRIS & BEVERLY
473 HOQUIAM AVE NE
1023059160
DO TUNG THANH
+ JULIE SIOU HO
501 HOQUIAM AVE NE
3448740350
ARUNDELL W T
507 HOQUIAM AVE NE
1023059290
HILL DANNY L
500 HOQUIAM AVE NE
1023059258
LETTERER CHRISTOPHER
481 HOQUIAM PL NE
9475710220
MAENG IN JIN
& OH BITT NA
487 HOQUIAM PL NE
9475710210
LI LONGJUN +
CHEN YUE TANG CE
493 HOQUIAM PL NE
9475710200
NARAYAN NANDITA
+ PRITIKA
5109 NE 5TH CIR
1023059452
303+00 304+00 305+00
45
0
45
1
45
2
4
5
3
4
4
5
4
4
1
4
4
2
4
4
3
4
4
4
4
4
6
4
4
7
4
4
8
4
4
9
450
451
452
453
PED CROSSING +
DOWNWARD ARROW
PED CROSSING +
DOWNWARD ARROW
(ON LIGHT POLE)
"STOP" + STREET NAMES
00 10'20'5'10'
SCALE:1"=10'
SITE PREPARATION,
DEMOLITION, AND
TESC - SITE 2
SP-2
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PREP.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
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2
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6
2
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0
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&
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
1.FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING
CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
2.FURNISH AND INSTALL STRAW WATTLE PER CITY OF RENTON
STANDARD PLAN 213.40 IN APPENDIX B.
3.PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, CURB AND
GUTTER, PRECAST CONCRETE TRAFFIC CURB, CEMENT CONCRETE
PAVEMENT, MAILBOX, STRUCTURE OR FENCE DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET G-1.
4.SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT
DETAIL ON SHEET RD-2.
5.FURNISH AND INSTALL HIGH VISIBILITY FENCE PER WSDOT
STANDARD DETAIL I-10.10-01 IN APPENDIX B.
6.SAWCUT EXISTING CURB AND/OR SIDEWALK TO NEAREST FULL
JOINT AND PROVIDE CLEAN EDGE.
7.REMOVE AND WASTEHAUL EXISTING CURB, GUTTER, SIDEWALK,
PAVEMENT PER THE SPECIFICATIONS. COORDINATE WITH
PROPERTY OWNER AS REQUIRED. THIS WORK TO BE INCLUDED IN
REMOVAL OF STRUCTURE AND OBSTRUCTION.
8.PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT
PROTRUDE OR OVERHANG OVER NEW OR EXISTING PEDESTRIAN
FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. NOTIFY
CITY ARBORIST PRIOR TO PRUNING.
9.PROTECT EXISTING TREE, SHRUB, LANDSCAPE FEATURE.
10.REMOVE AND WASTEHAUL EXISTING STORM DRAINAGE
STRUCTURE/PIPE.
X
GENERAL NOTES:
1.SEE APPENDIX B OF THE CONTRACT PROVISIONS FOR
EROSION/SEDIMENTATION CONTROL NOTES.
2.SEE CHANNELIZATION PLAN FOR PERMANENT SIGN REMOVALS
AND RELOCATION.
SITE PREPARATION & TESC
CONSTRUCTION NOTES
6
HOQUIAM AVENUE NE
NE
5
T
H
S
T
R
E
E
T
HOQUIAM AVENUE NE
HOQUIAM PLACE NE
1
1
3
8 9
8 98 3 3 8 9
1 NEXT CB DOWNHILL
APPROX. 185'
4
4
6
3
3
STRAW WATTLE
CB INSERT
LEGEND
*
FULL DEPTH ASPHALT PAVEMENT REMOVAL,
10-INCH DEPTH.
FULL DEPTH CEMENT CONCRETE /
SIDEWALK REMOVAL
SAWCUT LINE
REMOVE CURB (AND GUTTER)
HVF HIGH VISIBILITY FENCE
2" GRIND AND OVERLAY
1
3
4
4
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV TV
x x x x x x x x x x x x x x x x x x x x x x x x x x x x
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
D D
x x x x x x x x x
D DDDDDDDDDDDDDDDDDDDDDDD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S S S S S S S S S
S
S
S
S S S S S S S S S S S S S S S S S S S
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
2"
G
A
S
4" GAS 4" GAS
10" WTR
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
(ZAYO)
(ZAYO UTILITY)
(VERIZON)
W
(VERIZON UTILITY)
POTHOLE #3A
POTHOLE #3C
POTHOLE #3B
POTHOLE #3D
S
S
LOPEZ CARLOS DAVID+VERONICA
16410 116TH PL SE 98058
1423700800
OUK LIVING TRUST
16425 116TH PL SE 98058
1423700810
LARSEN JONATHAN R+PHU THI L
16511 116TH PL SE 98058
1423700830
NGUYEN TRUNG & LY
16511 116TH AVE SE 98058
0806000070
HERAZO RODOLFO+MEREGILDA
11517 SE 165TH ST 98055
0806000075
RICE PAUL J & BARBARA J
11520 SE 165TH ST 98055
0806000080
ROJAS DANIEL RO+SANCHEZ MIN
11512 SE 165TH ST 98055
0806000085
SULLIVAN ANTHONY J
16504 115TH AVE SE 98055
0806000005
203+00 204+00
F F F F F F
**
466
470
468
469
471
472
46
7
466
46
7
465
464
465
466
467
466
467
466
467
465
466
466
467
465
466
SCHOOL + DOWNWARD ARROW
"STOP"+STREET NAMES
SCHOOL + DOWNWARD
ARROW
"END SCHOOL
ZONE"
"DEAD END"
CB NO. 3-1
00 20'40'10'20'
SCALE:1"=20'
SITE PREPARATION,
DEMOLITION, AND
TESC - SITE 3
SP-3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PREP.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
1.FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING
CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
2.FURNISH AND INSTALL STRAW WATTLE PER CITY OF RENTON
STANDARD PLAN 213.40 IN APPENDIX B.
3.PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, CURB AND
GUTTER, PRECAST CONCRETE TRAFFIC CURB, CEMENT CONCRETE
PAVEMENT, MAILBOX, STRUCTURE OR FENCE DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET G-1.
4.SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT
DETAIL ON SHEET RD-2.
5.FURNISH AND INSTALL HIGH VISIBILITY FENCE PER WSDOT
STANDARD DETAIL I-10.10-01 IN APPENDIX B.
6.SAWCUT EXISTING CURB AND/OR SIDEWALK TO NEAREST FULL
JOINT AND PROVIDE CLEAN EDGE.
7.REMOVE AND WASTEHAUL EXISTING CURB, GUTTER, SIDEWALK,
PAVEMENT PER THE SPECIFICATIONS. COORDINATE WITH
PROPERTY OWNER AS REQUIRED. THIS WORK TO BE INCLUDED IN
REMOVAL OF STRUCTURE AND OBSTRUCTION.
8.PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT
PROTRUDE OR OVERHANG OVER NEW OR EXISTING PEDESTRIAN
FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. NOTIFY
CITY ARBORIST PRIOR TO PRUNING.
9.PROTECT EXISTING TREE, SHRUB, LANDSCAPE FEATURE.
10.REMOVE AND WASTEHAUL EXISTING STORM DRAINAGE
STRUCTURE/PIPE.
STRAW WATTLE
CB INSERT
LEGEND
*
X
FULL DEPTH ASPHALT PAVEMENT REMOVAL,
10-INCH DEPTH.
GENERAL NOTES:
1.SEE APPENDIX B OF THE CONTRACT PROVISIONS FOR
EROSION/SEDIMENTATION CONTROL NOTES.
2.SEE CHANNELIZATION PLAN FOR PERMANENT SIGN REMOVALS
AND RELOCATION.
FULL DEPTH CEMENT CONCRETE /
SIDEWALK REMOVAL
SAWCUT LINE
REMOVE CURB (AND GUTTER)
SITE PREPARATION & TESC
CONSTRUCTION NOTES
HVF HIGH VISIBILITY FENCE
2" GRIND AND OVERLAY
7
116TH AVENUE SE
SE
1
6
5
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116TH AVENUE SE
11TYP.
3
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STA. 104+08.0
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STA. 103+77.8
CB TYPE 1
STA. 104+35.0
EX. CB TYPE 1
STA. 104+21.0, 64.2' RT
RIM=411.03
IE=409.18 6" PVC W
IE=408.88 8" DI NE
EX. SWMH
STA. 105+62.9, 3.7' LT
RIM=412.00
IE=406.30 10" CONC NW
IE=406.15 10" CONC S
104+00 105+00
PI=104+07.85
TT
SSS
D
BU
S
BU
S
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SCHOOL + DOWNWARD
ARROW + STREET NAMES
SCHOOL+DOWNWARD ARROW
SCHOOL ZONE CAMERA"PHOTO
ENFORCED"
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(ON LIGHT POLE
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POWER SERVICE CABINET
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2" COMM
27 LF 8" DI
S=0.0057
10 LF 8" DI
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EXISTING GRADE AT CONSTRUCTION
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S
ANDERSON JOSEPH JR
+ KATHLEEN
772 UNION AVE NE
1023059318
VAIMAN LE A + IRINE L + ANDRE
4018 NE 7TH CT
8809100010
HONEY DEW SCHOOL
FACILITIES & OPERATIONS CTR
800 UNION AVE NE
1023059007
GROSSRUCK FRANK
807 UNION AVE NE
0923059235
BARBER PHILIP R
801 UNION AVE NE
0923059115
00 10'20'5'10'
SCALE:HORIZONTAL 1"=10'
VERTICAL 1"=5'
INTERSECTION
IMPROVEMENT PLAN -
SITE 1
JA
BW
TLS
5
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
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2
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
UNION AVE. NE
NE
8
T
H
S
T
.
C-1
8
UNION AVE. NE
ROADWAY & STORM DRAINAGE NOTES
1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE)
EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE
ORDER OF WORK. PROTECT EXISTING UTILITIES.
2 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE
DRILL IF KNOCK OUT IS NOT PRESENT.
3 CONNECT EXISTING STORM PIPE TO NEW CATCH BASIN.
4 PLANE EXISTING PAVEMENT PER CITY OF RENTON STANDARD
PLAN 110 AND 110.1 IN APPENDIX B.
5 SEAL JOINT AND THEN APPLY SAND BLANKET.
6 CONSTRUCT RECTANGULAR RAPID FLASHING BEACON PER
SHEET CR-1 THRU CR-4.
7 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND
INSTALL NON-SKID SOLID LID PER CITY OF RENTON DETAIL
204.10 IN APPENDIX B.
8 ADJUST EXISTING SEWER MANHOLE TO GRADE.
9 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY
OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE.
10 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET CR-1 THRU
CR-4.
11 CONSTRUCT STREET LIGHT PER SHEET CR-1.
12 CONSTRUCT MAIL BOX TYPE 2 SUPPORT PER DETAIL ON
SHEET RD-3 AND RELOCATE EXISTING MAILBOXES.
13 REMOVE EXISTING FIRE HYDRANT AND EXISTING 6-INCH DI
PIPE TO EXISTING 6-INCH VALVE. SALVAGE EXISTING
HYDRANT AND DELIVER TO CITY SHOPS.
INSTALL NEW FIRE HYDRANT PER COR STD PLAN 316.2 AND
INSTALL NEW 6-INCH DI PIPE SPOOL CONNECTING TO EXISTING
6-INCH VALVE.
PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN BACK OF
SIDEWALK AND THE FRONT PORT OF NEW HYDRANT.
SEE DTAIL SHEET WD-1.
14 ADJUST EXISTING VALVE BOX TO GRADE.
15 CONTRACTOR TO NOTIFY SEATTLE PUBLIC UTILITIES (SPU)
FOR WORK IN THE AREA OF WATER MAIN.
16 PUGET SOUND ENERGY (PSE) REQUIRES OBSERVER ON SITE
FOR WORK NEAR 6" GAS MAIN. CONTRACTOR TO COORDINATE.
17 REINFORCE CURB AND GUTTER BETWEEN CURB RAMPS PER
REINFORCED CURB SECTIONS DETAIL ON SHEET RD-2.
GENERAL NOTES:
1 SEE THE CR SHEETS FOR THE CURB RAMP AND ELECTRICAL
IMPROVEMENTS
2 SEE THE CH SHEETS FOR THE CHANNELIZATION AND SIGNING
IMPROVEMENTS.
3 CAUTION: SEATTLE PUBLIC UTILITIES (SPU WATER
TRANSMISSION PIPELINES). CONTACT SPU 72-HOURS BEFORE
ANY EXCAVATION WORK NEAR THE PIPELINE. SPU FIELD
REPRESENTATIVE: CALL SPU'S LAKE YOUNGS HEADQUARTERS
AT 206-684-3933 OR SPU OPERATIONS CENTER AT 206-733-9300
10
5
1
7
5
10
1
110
4
5
17
5
6
6
3
1
3 3
13
1 CONFIRM NO EXISTING
SIDE SEWER
38
15
16
17
W W
W
W
W W W W W W W W W W W W W W
xxxxxxxx
W
W
W
W
W
W
x
x
x
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x
W
W
W
W W W W W W W W W W W W
W
W
W
W
W
W
W
W
WW
W
W
W
W
xxxxx
W
W
D D D D D D D D D D
D D D D D D D D
D
D
D
D D D D D
D D D D D D D
D D D D D D D D D D D D D D D D D D
D
D
D
D
D D D D D D D D D D D D D D D D
S S S S S S S S S S S S S S S S S S S S S S
D
D
S S S S S S S S S S S S S S S
G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G
G G G G G G G
G
G
G
G OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
POTHOLE #2A
G
G
G
G
G
S
303+00 304+00 305+00
SWMH
STA. 303+90.4
EX. CB TYPE 1
STA. 304+36.4, 17.2' LT
RIM=449.41
IE=445.56 12" CPEP N
IE=445.41 12" CPEP W
EX. CB TYPE 1
STA. 304+36.9, 2.7' LT
RIM=449.91
IE=447.31 12" CPEP N
IE=447.26 12" CPEP E
CB TYPE 1
STA. 304+36.2
EX. CB TYPE 1
STA. 305+07.2, 17.3' RT
RIM=452.53
IE=448.88 12" CPEP N
IE=448.83 12" CPEP S
EX. CB TYPE 1
STA. 305+22.2, 2.3' LT
RIM=452.95
IE=449.00 12" CPEP N
IE=448.95 12" CPEP S
CB TYPE 1
STA. 304+24.1
CB TYPE 1
STA. 304+03.8
S
E
E
E
E
E
EXISTING ASPHALT WEDGE
CURB / THICKENED EDGE
2
C-4
8" WTR (WD#90)
8"
W
T
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(
W
D
#
9
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)
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303+00 303+50 304+00 304+50 305+00
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=
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12" PVC
12" CPEP
12" CPEP
12" CPEP
12" CPEP
12" PVC
EXISTING ELEV. @ CONSTRUCTION
ALIGNMENT (TYP)
EXISTING GRADE AT CONSTRUCTION
CENTERLINE ALIGNMENT
EXISTING GRADE ELEV. AT
CONSTRUCTION CENTERLINE
ALIGNMENT (TYP.)
PRESSEY CHRIS & BEVERLY
473 HOQUIAM AVE NE
1023059160N/
A
N/
A
10
2
3
0
5
T
R
C
T
GERSTENBERGER FAMILY REOVOC
461 HOQUIAM AVE NE
1023059161
DO TUNG THANH
+ JULIE SIOU HO
501 HOQUIAM AVE NE
3448740350
STA. 304+36.4, 17.2' LT
ARUNDELL W T
507 HOQUIAM AVE NE
1023059290
JOHNSON JAMES C
519 HOQUIAM AVE NE
3448740510
MAENG IN JIN
& OH BITT NA
487 HOQUIAM PL NE
9475710210
LETTERER
CHRISTOPHER
481 HOQUIAM PL NE
9475710220
LI LONGJUN +
CHEN YUE TANG CE
493 HOQUIAM PL NE
9475710200
NARAYAN NANDITA
+ PRITIKA
5109 NE 5TH CIR
1023059452
HILL DANNY L
500 HOQUIAM AVE NE
1023059258
INTERSECTION
IMPROVEMENT PLAN -
SITE 2
JA
BW
TLS
5
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
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T
O
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\
2
5
4
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2
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2
6
4
:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
C-2
9
HOQUIAM AVENUE NE
NE
5
T
H
S
T
R
E
E
T
HOQUIAM AVENUE NE
00 10'20'5'10'
SCALE:HORIZONTAL 1"=10'
VERTICAL 1"=5'
ROADWAY & STORM DRAINAGE NOTES
1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE)
EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE
ORDER OF WORK. PROTECT EXISTING UTILITIES.
2 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE
DRILL IF KNOCK OUT IS NOT PRESENT.
3 CONNECT EXISTING STORM PIPE TO NEW CATCH BASIN.
4 PLANE EXISTING PAVEMENT PER CITY OF RENTON STANDARD
PLAN 110 AND 110.1 IN APPENDIX B.
5 SEAL JOINT AND THEN APPLY SAND BLANKET.
6 CONSTRUCT RECTANGULAR RAPID FLASHING BEACON PER
SHEET CR-1 THRU CR-4.
7 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND
INSTALL NON-SKID SOLID LID PER CITY OF RENTON DETAIL
204.10 IN APPENDIX B.
8 ADJUST EXISTING SEWER MANHOLE TO GRADE.
9 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY
OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE.
10 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET CR-1 THRU
CR-4.
11 CONSTRUCT STREET LIGHT PER SHEET CR-1.
12 CONSTRUCT MAIL BOX TYPE 2 SUPPORT PER DETAIL ON
SHEET RD-3 AND RELOCATE EXISTING MAILBOXES.
13 REMOVE EXISTING FIRE HYDRANT AND EXISTING 6-INCH DI
PIPE TO EXISTING 6-INCH VALVE. SALVAGE EXISTING
HYDRANT AND DELIVER TO CITY SHOPS.
INSTALL NEW FIRE HYDRANT PER COR STD PLAN 316.2 AND
INSTALL NEW 6-INCH DI PIPE SPOOL CONNECTING TO EXISTING
6-INCH VALVE.
PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN BACK OF
SIDEWALK AND THE FRONT PORT OF NEW HYDRANT.
SEE DTAIL SHEET WD-1.
14 ADJUST EXISTING VALVE BOX TO GRADE.
15 CONTRACTOR TO NOTIFY SEATTLE PUBLIC UTILITIES (SPU)
FOR WORK IN THE AREA OF WATER MAIN.
16 PUGET SOUND ENERGY (PSE) REQUIRES OBSERVER ON SITE
FOR WORK NEAR 6" GAS MAIN. CONTRACTOR TO COORDINATE.
17 REINFORCE CURB AND GUTTER BETWEEN CURB RAMPS PER
REINFORCED CURB SECTIONS DETAIL ON SHEET RD-2.
GENERAL NOTES:
1 SEE THE CR SHEETS FOR THE CURB RAMP AND ELECTRICAL
IMPROVEMENTS
2 SEE THE CH SHEETS FOR THE CHANNELIZATION AND SIGNING
IMPROVEMENTS.
3 CAUTION: SEATTLE PUBLIC UTILITIES (SPU WATER
TRANSMISSION PIPELINES). CONTACT SPU 72-HOURS BEFORE
ANY EXCAVATION WORK NEAR THE PIPELINE. SPU FIELD
REPRESENTATIVE: CALL SPU'S LAKE YOUNGS HEADQUARTERS
AT 206-684-3933 OR SPU OPERATIONS CENTER AT 206-733-9300
6
8
510
4
1
5
10
5
1
5
5
1
12
6
TV
TV
TV
TV
TV
TV
TV
TV TV TV
x x x x x x x x x x x x x x x x x x x x x x x x x
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
D D
x x x x x
D DDDDDDDDDDDDDDDDDDDD
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S S S S S SSSSSSSSSSSSSSSS
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W
W
W
W
W
W
W
W
W
W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
(ZAYO)
(VERIZON)
W
POTHOLE #3A
POTHOLE #3C
POTHOLE #3B
POTHOLE #3D
S
203+00 204+00
CB TYPE 1
STA. 203+34.0
EX. CB TYPE 1
STA. 202+61.7, 20.3' LT
RIM=466.17
IE=464.12 12" CONC N
IE=464.12 12" CONC S
SWMH
STA. 203+52.4
S
"END SCHOOL
ZONE""DEAD END"
"STOP"+STREET NAMES
SCHOOL+DOWNWARD ARROW
SCHOOL+DOWNWARD
ARROW
D D D
D D D D D D
E
>
>
>
E
E
E
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E
E
E
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F F F F F F
12" CONC12" CONC12" CONC
12" CONC
12" CPEP
CB NO. 3-1
3
C-4
6'
±
5'
8"
D
I
W
T
R
10" WTR
24 LF 12" DI
S=0.0126
52 LF 12" DI
S=0.0038 IE=464.13
IE=463.93
10" WTR
2"
G
A
S
4" GAS
4" GAS
468
469
466
46
7
467
466
467
465
466
467
466
465
464
465
SERVICE #11517
450
455
460
465
470
450
455
460
465
470
202+50 203+00 203+50 204+00 204+50 204+60
46
6
.
2
46
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4
46
6
.
5
46
6
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6
46
6
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7
46
6
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8
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0
46
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2
46
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3
46
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4
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4
46
7
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5
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7
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5
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5
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5
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5
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4
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1
2
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3
8
10" PVC
12" CONC
12" CONC
12" CONC
10" PVC
12" CPEP
IE = 463.84IE = 463.93
IE = 465.76 IE = 465.80
IE
=
4
6
4
.
7
0
1
2
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IE
=
4
6
4
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C
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S
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N
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3
-
1
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1
W/
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ST
A
.
2
0
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+
1
0
.
0
,
2
0
.
4
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L
T
RI
M
=
4
6
6
.
7
9
CONNECT NEW STORM PIPE TO EXISTING
CONCRETE PIPE WITH ADAPTER
EXISTING ELEV. @ CONSTRUCTION
ALIGNMENT (TYP)
EXISTING GRADE AT CONSTRUCTION
CENTERLINE ALIGNMENT
EXISTING GRADE ELEV. AT
CONSTRUCTION CENTERLINE
ALIGNMENT (TYP.)
24 LF 12" DI
S=0.0126
IE
=
4
6
4
.
7
±
1
2
"
C
O
N
C
S
HERAZO RODOLFO+MEREGILDA
11517 SE 165TH ST 98055
0806000075
RICE PAUL J & BARBARA J
11520 SE 165TH ST 98055
0806000080
LOPEZ CARLOS DAVID+VERONICA
16410 116TH PL SE 98058
1423700800
LARSEN JONATHAN R + PHU THI L
16511 116TH PL SE 98058
1423700830
OUK LIVING TRUST
16425 116TH PL SE 98058
1423700810
00 10'20'5'10'
SCALE:HORIZONTAL 1"=10'
VERTICAL 1"=5'
INTERSECTION
IMPROVEMENT PLAN -
SITE 3
JA
BW
TLS
5
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
SITE-PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
E
N
T
O
N
\
2
5
4
6
2
s
c
h
o
o
l
a
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p
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d
x
i
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2
\
0
0
0
0
G
&
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P
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a
n
s
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4
:
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0
P
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BR
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W
A
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G
29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
C-3
10
116TH AVENUE SE
SE
1
6
5
T
H
S
T
R
E
E
T
116TH AVENUE SE
ROADWAY & STORM DRAINAGE NOTES
1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE)
EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE
ORDER OF WORK. PROTECT EXISTING UTILITIES.
2 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE
DRILL IF KNOCK OUT IS NOT PRESENT.
3 CONNECT EXISTING STORM PIPE TO NEW CATCH BASIN.
4 PLANE EXISTING PAVEMENT PER CITY OF RENTON STANDARD
PLAN 110 AND 110.1 IN APPENDIX B.
5 SEAL JOINT AND THEN APPLY SAND BLANKET.
6 CONSTRUCT RECTANGULAR RAPID FLASHING BEACON PER
SHEET CR-1 THRU CR-4.
7 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND
INSTALL NON-SKID SOLID LID PER CITY OF RENTON DETAIL
204.10 IN APPENDIX B.
8 ADJUST EXISTING SEWER MANHOLE TO GRADE.
9 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY
OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE.
10 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET CR-1 THRU
CR-4.
11 CONSTRUCT STREET LIGHT PER SHEET CR-1.
12 CONSTRUCT MAIL BOX TYPE 2 SUPPORT PER DETAIL ON
SHEET RD-3 AND RELOCATE EXISTING MAILBOXES.
13 REMOVE EXISTING FIRE HYDRANT AND EXISTING 6-INCH DI
PIPE TO EXISTING 6-INCH VALVE. SALVAGE EXISTING
HYDRANT AND DELIVER TO CITY SHOPS.
INSTALL NEW FIRE HYDRANT PER COR STD PLAN 316.2 AND
INSTALL NEW 6-INCH DI PIPE SPOOL CONNECTING TO EXISTING
6-INCH VALVE.
PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN BACK OF
SIDEWALK AND THE FRONT PORT OF NEW HYDRANT.
SEE DTAIL SHEET WD-1.
14 ADJUST EXISTING VALVE BOX TO GRADE.
15 CONTRACTOR TO NOTIFY SEATTLE PUBLIC UTILITIES (SPU)
FOR WORK IN THE AREA OF WATER MAIN.
16 PUGET SOUND ENERGY (PSE) REQUIRES OBSERVER ON SITE
FOR WORK NEAR 6" GAS MAIN. CONTRACTOR TO COORDINATE.
17 REINFORCE CURB AND GUTTER BETWEEN CURB RAMPS PER
REINFORCED CURB SECTIONS DETAIL ON SHEET RD-2.
GENERAL NOTES:
1 SEE THE CR SHEETS FOR THE CURB RAMP AND ELECTRICAL
IMPROVEMENTS
2 SEE THE CH SHEETS FOR THE CHANNELIZATION AND SIGNING
IMPROVEMENTS.
3 CAUTION: SEATTLE PUBLIC UTILITIES (SPU WATER
TRANSMISSION PIPELINES). CONTACT SPU 72-HOURS BEFORE
ANY EXCAVATION WORK NEAR THE PIPELINE. SPU FIELD
REPRESENTATIVE: CALL SPU'S LAKE YOUNGS HEADQUARTERS
AT 206-684-3933 OR SPU OPERATIONS CENTER AT 206-733-9300
3
6
9
10
2
3
5
5
6
5
1
1
5
5
5
14
14
NOT TO SCALE
NOT TO SCALE
CROSS SECTION
SITE 1 - UNION AVENUE NE
CROSS SECTION
SITE 2 - HOQUIAM AVENUE NE
DEPRESSED CURB WITHOUT
LIP AT RAMP TOE/LANDING.
SEE CURB RAMP PLAN FOR
GRADING
4H:1V FILL
SLOPE, TYP.
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
30'30'
R/W - UNION AVE NE = CONSTRUCTION
11'±
TRAVEL LANE
11'±
TRAVEL LANE
5'±
BIKE LANE
5'±
BIKE LANE
18.5' (CURB FACE)
0.5'7.5' TYP., 11' MAX. AT
CURB BULB-OUT
SIDEWALK
17' (CURB FACE)
0.5'7.5' TYP., 12.5' MAX. AT
CURB BULB-OUT
SIDEWALK
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
30'30'
R/W - UNION AVE NE = CONSTRUCTION
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
SA
W
C
U
T
SA
W
C
U
T
SLOPE SLOPE
x
x
1
C-1
2
C-2
EXISTING CROWN /
ROADWAY CENTERLINE
(NOT PARALLEL TO R/W
OR CONSTRUCTION)
24.5' (CURB FACE)
0.5'
5'
SIDEWALK
SA
W
C
U
T
SA
W
C
U
T
2% MAX.
13' MIN.
TRAVEL LANE
CURB, HEIGHT VARIES,
SEE CURB RAMP PLAN
VARIES, SEE PLAN
SIDEWALK
(SEE CURB RAMP PLAN FOR
GRADING)
EXISTING
FENCE
2% MAX.
4H:1V TYP.
9'
EX
I
S
T
I
N
G
EA
S
E
M
E
N
T
SLOPESLOPE2% MAX.2% MAX.
ROADWAY SECTION NOTES
DESCRIPTION
1
SAWCUT EXISTING PAVEMENT FULL DEPTH, 1' MIN. FROM EDGE OF
EXISTING PAVEMENT AND 2' MIN. FROM PROPOSED EDGE OF CURB.
SEE PLAN FOR APPROXIMATE LOCATION AND BUTT JOINT DETAIL,
SHEET RD-2.
2 PAVEMENT REPAIR: 7" COMPACTED DEPTH HMA CLASS 1/2" PG
58H-22. SEE MODIFIED COR STANDARD PLAN 103, SHEET RD-2.
3 PAVEMENT REPAIR: 6" COMPACTED DEPTH CRUSHED SURFACING
TOP COURSE. SEE MODIFIED COR STANDARD PLAN 103, SHEET RD-2.
4 CEMENT CONC. TRAFFIC CURB AND GUTTER PER MODIFIED COR
STANDARD PLAN 101, SHEET RD-2.
5 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE.
6 CEMENT CONCRETE SIDEWALK PER COR STANDARD PLAN 102.
7 4" COMPACTED BARK OR WOOD CHIP MULCH, AND 4" COMPACTED
DEPTH TOP SOIL (TYPE A).
8 GRAVEL BORROW BACKFILL AS REQUIRED.
9 2" COMPACTED DEPTH HMA WEARING COURSE FOR TRENCH REPAIR
PER COR STANDARD PLAN 110.1.
10 HMA PRE-LEVELING COURSE FOR TRENCH REPAIR PER COR
STANDARD PLAN 110.1. MATCH EXISTING THICKNESS OR 6" MIN.
11 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE FOR
TRENCH REPAIR PER COR STANDARD PLAN 110.1.
12 TRENCH BACKFILL, SEE COR STANDARD PLAN 110.1
13 PIPE ZONE BEDDING, SEE COR STANDARD PLAN 110.1
14 2" COMPACTED DEPTH HMA.
15 SUITABLE SUBGRADE.
16 PAY LIMITS FOR ROADWAY EXCAVATION
##
OFFSET VARIES, SEE CURB RAMP PLAN
CU
R
B
F
A
C
E
CU
R
B
F
A
C
E
11
2
3
4
5
1
1
5
6
2
3
4
5
6
8
24
6
35
9 10 11
12 13
UTILITY CONDUIT
2
3
4
5
6
5
15
1616
16
16
2" DEPTH PLANE AND 2"
COMPACT DEPTH HMA
OVERLAY
JA
BW
TLS
5
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TYP_XSEC.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
TYPICAL SECTIONS
C-4
11
NOT TO SCALE
CROSS SECTION
SITE 3 - 116TH AVENUE SE
1
C-3
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
30'30'
EX
I
S
T
I
N
G
R
-
O
-
W
L
I
N
E
R/W - UNION AVE NE = CONSTRUCTION
SA
W
C
U
T
4H:1V FILL
SLOPE, TYP.
x
x
x
EXISTING
FENCE
SA
W
C
U
T
EXISTING CROWN /
ROADWAY CENTERLINE
2% MAX.SLOPE 8% MAX.
2% MAX.
2.5'±
9.5' ±5.5' ±
PAVEMENT
WIDENING
VARIES, SEE PLAN
HMA PEDESTRIAN PATH
SEE CURB RAMP PLAN
FOR HMA PEDESTRIAN
PATH GRADING
10.5'±
EXISTING TRAVEL LANE
16' MIN. (CURB FACE)
10.5'±
EXISTING TRAVEL LANE
CURB, HEIGHT VARIES,
SEE CURB RAMP PLAN
VARIES
SIDEWALK, SEE
CURB RAMP PLAN
DEPRESSED CURB WITHOUT
LIP AT RAMP TOE/LANDING.
SEE CURB RAMP PLAN FOR
GRADING
CU
R
B
F
A
C
E
1
1
2
3
14
5 8
2
3
4
5
5
6
8
15
15
15
16
16
4H:1V FILL
SLOPE MAX.
ROADWAY SECTION NOTES
DESCRIPTION
1
SAWCUT EXISTING PAVEMENT FULL DEPTH, 1' MIN. FROM EDGE OF
EXISTING PAVEMENT AND 2' MIN. FROM PROPOSED EDGE OF CURB.
SEE PLAN FOR APPROXIMATE LOCATION AND BUTT JOINT DETAIL,
SHEET RD-2.
2 PAVEMENT REPAIR: 7" COMPACTED DEPTH HMA CLASS 1/2" PG
58H-22. SEE MODIFIED COR STANDARD PLAN 103, SHEET RD-2.
3 PAVEMENT REPAIR: 6" COMPACTED DEPTH CRUSHED SURFACING
TOP COURSE. SEE MODIFIED COR STANDARD PLAN 103, SHEET RD-2.
4 CEMENT CONC. TRAFFIC CURB AND GUTTER PER MODIFIED COR
STANDARD PLAN 101, SHEET RD-2.
5 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE.
6 CEMENT CONCRETE SIDEWALK PER COR STANDARD PLAN 102.
7 4" COMPACTED BARK OR WOOD CHIP MULCH, AND 4" COMPACTED
DEPTH TOP SOIL (TYPE A).
8 GRAVEL BORROW BACKFILL AS REQUIRED.
9 2" COMPACTED DEPTH HMA WEARING COURSE FOR TRENCH REPAIR
PER COR STANDARD PLAN 110.1.
10 HMA PRE-LEVELING COURSE FOR TRENCH REPAIR PER COR
STANDARD PLAN 110.1. MATCH EXISTING THICKNESS OR 6" MIN.
11 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE FOR
TRENCH REPAIR PER COR STANDARD PLAN 110.1.
12 TRENCH BACKFILL, SEE COR STANDARD PLAN 110.1
13 PIPE ZONE BEDDING, SEE COR STANDARD PLAN 110.1
14 2" COMPACTED DEPTH HMA.
15 SUITABLE SUBGRADE.
16 PAY LIMITS FOR ROADWAY EXCAVATION
##
JA
BW
TLS
5
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TYP_XSEC.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
BW
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
TYPICAL SECTIONS
C-5
12
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W W W
W
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
G G G G G G G G G G
S
S
D
S
10
4
+
5
0
DD D
E
E
E
E
EEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
DDDDDD
E
E
W
W
W
W
1
2
3
4
5
6
7
8
9
10
11
12
13
15
1617
18
19
20
21
22
23
24
25
26
27
28
29
30
31
POWER SERVICE CABINET
0.
5
0
%
1.6
8
%
1.39 %
1.25%
0.
4
6
%
0.
4
6
%
0.
4
6
%
0.
5
0
%
1
.
1
2
%
0
.
7
4
%
1
.
3
5
%
9.
5
4
%
7.73%0.
2
5
%
7.56%
1.5
7
%
9.
6
6
%
2.22%
1.50%
1.50%
0.
5
5
%
0.
3
%
0
.
4
7
%
1
.
0
5
%
1
.
2
4
%
14
3.92%
5.01%
LOW PT:
104+66.82
0.61%
0.65%
7.58%
7.96%
8.1
8
%
7.8
1
%
0.65%
0.6
5
%
0
.
6
5
%
0
.
5
5
%
0
.
5
5
%
0.
5
0
%
0.
4
4
%
32
33
1.
5
0
%
1.
0
0
%
9.
8
1
%
1
.
7
9
%
1
.
9
0
%
0.4
8
%
0.04%
9
.
1
7
%
3.31%
2
.
3
3
%
2.70%
3.
4
9
%
1.7
1
%
1.89
%
1.51%
1.75%
1.75%
0
.
4
9
%
1
.
5
6
%
2.0%
0.49%
0.93 %
1.35%1.2%
0.4%
0.
3
%
34
0.0%
1.50%
0.29%1.50%
1.90%
2.10%
0.
9
7
%
0.
0
%
0.
5
1
%
1.
0
3
%
0.59%
1.87%
0.
4
4
%
0.
4
6
%
1.
3
1
%
2.
2
0
%
2.
2
0
%
0
.
7
6
%
1.
9
8
%
0.
3
5
%
0.0%
1.18%
1.60%
1.
5
4
%
0.
3
3
%
0.
3
3
%
0.
0
%
0.
6
0
%
1.
0
5
%
1.
9
0
%
2.08%
1.70%
0.
5
1
%
1.
4
8
%
1.43%
1.35%0.
5
0
%
1.69%
1.5%
0.
3
0
%
0.
9
9
%
0.
6
8
%
0.
6
8
%
1.
5
0
%
1
.
8
1%
1
.
8
1
%
2
.
2
4
%
1
.
5
4
%
0.0%
1
.
9
4
%
2.27
%
0.3
4
%
1.
2
5
%
2.
5
7
%
1.13%
0.80%0.59%
36
"
W
A
T
E
R
(
S
P
U
)
12" DI WTR
4" CI
2"
C
O
M
M
9
.
9
4
%
7.84%
0
.
6
%
0
.
5
5
%
STA. 104+33.24,
27.00 LT
STA. 104+50.24,
29.00 LT
±
±
L=7.18'
R=10.00'
Δ=41° 08' 03"
L=7.38'
R=12.00'
Δ=35° 13' 17"
L=9.22'
R=15.00'
Δ=35° 13' 03"
STA. 104+65.81,
6.94 LT
UNION AND 8TH INTERSECTION CURB TABLE
CURB PT:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
POINT DESCRIPTION:
FLOWLINE
FLOWLINE, ANGLE POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, FLARE TOP, PT
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, FLARE TOP, HIGHT POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, PRC
FLOWLINE
FLOWLINE
FLOWLINE, PT
FLOWLINE
STATION:
104+18.80
104+23.84
104+26.66
104+29.73
104+33.24
104+38.24
104+42.24
104+47.24
104+50.24
104+53.87
104+57.16
104+59.37
104+62.51
104+65.81
104+72.89
OFFSET:
21.94' LT
21.94' LT
19.47' LT
17.64' LT
17.00' LT
17.00' LT
17.00' LT
17.00' LT
17.00' LT
17.56' LT
19.19' LT
20.48' LT
21.57' LT
21.94' LT
21.94' LT
FLOWLINE EL.:
411.19
411.22
411.28
411.33
411.38
411.40
411.42
411.44
411.43
411.40
411.36
411.32
411.29
411.27
411.30
CURB HEIGHT:
6.0"
7.0"
6.0"
6.0"
6.0"
0.0"
0.0"
5.5"
6.0"
6.0"
6.0"
6.0"
7.1"
8.0"
6.0"
CURVE DESC.:CURVE CNTR:
6"± (MATCH EX.)
6"± (MATCH EX.)
STA. 104+47.70,
42.24 RT
STA. 104+43.69,
36.50 RT
STA. 104+51.19,
28.50 RT
±
±
UNION AND 8TH INTERSECTION CURB TABLE
CURB PT:
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
POINT DESCRIPTION:
FLOWLINE
FLOWLINE, PC
FLOWLINE, FLARE TOP
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, FLARE TOP
FLOWLINE, PCC
FLOWLINE, FLARE TOP
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, PT
FLOWLINE, FLARE TOP, HIGH POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, PRC
FLOWLINE
FLOWLINE
FLOWLINE, PT, LOW POINT
FLOWLINE
STATION:
104+22.40
104+22.71
104+23.66
104+25.73
104+27.97
104+31.79
104+33.38
104+35.36
104+38.60
104+42.74
104+43.69
104+47.69
104+51.19
104+54.13
104+56.82
104+58.70
104+60.54
104+62.45
104+66.30
OFFSET:
49.89' RT
41.33' RT
35.38' RT
30.30' RT
26.89' RT
22.95' RT
21.74' RT
20.54' RT
19.23' RT
18.53' RT
18.50' RT
18.50' RT
18.50' RT
18.94' RT
20.24' RT
21.24' RT
21.79' RT
21.97' RT
21.97' RT
FLOWLINE EL.:
411.12
411.17
411.21
411.24
411.27
411.31
411.32
411.33
411.35
411.37
411.38
411.40
411.38
411.37
411.34
411.31
411.29
411.28
411.29
CURB HEIGHT:
6.0"
6.0"
5.5"
0.0"
0.0"
5.5"
4.9"
4.3"
0.0"
0.0"
5.5"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
CURVE DESC.:CURVE CNTR:
6"± (MATCH EX.)
6"± (MATCH EX.)
STA. 104+62.45,
11.97 RT
L=23.12'
R=25.00'
Δ=52° 59' 10"
L=10.97'
R=18.00'
Δ=34° 55' 41"
L=5.98'
R=10.00'
Δ=34° 15' 39"
L=5.98'
R=10.00'
Δ=34° 15' 25"
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
UN
I
O
N
A
V
E
.
N
E
00 5'10'2.5'5'
SCALE:1"=5'
REINFORCED CURB
AND GUTTER, SEE
DETAIL SHEET RD-2.
NE 8TH ST.
CR-1
13
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL
STREET LIGHT POLE, ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 119, 120 AND 121.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
6
6
7
3
3
2 6
7
4
4
2 6
4
7
3
26
7
CURB
RETURN AND
RRFB PLAN -
SITE 1
8
8
1
5
8
2
3
8
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWWW
x
x
x
x
x
x
x
x
x
x
x
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
O
H
OH
OH
OH
O
H
OH
OH
OH
OH
O
H
OH
OH
OH
O
H
OH
G
G
G
G
G
G
G
G
G S
30
3
+
5
0
30
4
+
0
0
E
E
E
E
E E E E E E E
E
E
E
39
40
41
42
43
44
45
46
48
49
50
51
52
53
54
55
56
1.
5
0
%
1.35%
1.80%
1.87%
1.85%1.
5
0
%
2.
8
0
%
6.3
0%
5.83%
5.83%
6.76 %
8.4 0 %
8 .4 0 %
9.13%
0
.
2
7
%
±
7.
3
6
%
5.
5
2
%
4.14%±
8.
2
4
%
1.4
5
%
1.40
%
10.50 %
10.50%
10.50%
9.13%
9.13 %
2.
7
1
%
1.
4
6
%
5.
6
2
%
5.
6
2
%
5.8
3%
7 .7 1 %
7.2 5 %
0
.
7
9
%
0.52%0.50%
0.
8
4
%
1.53%
1.
8
5
%
0.
0
%
2.19%
6.00%
2
.
3
5
%
2
.
3
5
%
3
.
0
3
%
3
.
8
9
%
4
.
6
5
%
5
.
5
%
5.
5
6
%
1.00%
0.86%
8.
2
7
%
2.
0
0
%
2
1
.
9
%
1.
7
5
%
2.02%4.
4
3
%
5
.
4
9
%
8
.
1
7
%7.9
6
%
10
.
2
%
6.54%
5.21%
5.7 3 %
5.21 %
6
.
7
0
%
1.08%
8
.
2
7
%
8.
2
0
%
1.18%
2.00%
4.
7
5
%
4
.
8
1
%
4.
7
9
%
4
.
5
%
±
35
36
37
38
7.89%
7.5 6 %
8"
W
T
R
HOQUIAM AND 5TH INTERSECTION CURB TABLE
CURB PT:
35
36
37
38
39
40
41
42
43
44
45
46
POINT DESCRIPTION:
FLOWLINE, RAMP TOE, PC, CURB END
FLOWLINE, RAMP
FLOWLINE, RAMP TOP
FLOWLINE, FLARE TOP, PRC
FLOWLINE, RAMP TOE, PT
FLOWLINE, RAMP TOE, PC
FLOWLINE
FLOWLINE, FLARE TOP
FLOWLINE
FLOWLINE, FULL HEIGHT CURB, PT
FLOWLINE, DEPRESSED CURB (NO LIP)
FLOWLINE, DEPRESSED CURB (NO LIP), CURB END
STATION:
303+58.29
303+61.08
303+63.57
303+64.95
303+68.57
303+72.57
303+75.17
303+77.73
303+79.64
303+82.32
303+83.95
303+88.99
OFFSET:
6.66' LT
5.99' LT
4.56' LT
3.24' LT
1.51' LT
1.38' LT
1.52' LT
2.11' LT
2.89' LT
4.57' LT
5.84' LT
9.80' LT
FLOWLINE EL.:
445.75
445.90
446.05
446.16
446.43
446.65
446.80
446.92
447.00
447.09
447.14
447.29
CURB HEIGHT:
0.0"
1.2"
2.3"
2.8"
0.0"
0.0"
1.4"
3.0"
4.2"
6.0"
0.0"
0.0"
CURVE DESC.:CURVE CNTR:
HOQUIAM AND 5TH INTERSECTION CURB TABLE
CURB PT:
48
49
50
51
52
53
54
55
56
POINT DESCRIPTION:
FLOWLINE, CURB END
FLOWLINE
FLOWLINE, LANDING/RAMP TOE, PC
FLOWLINE, LANDING/RAMP TOE
FLOWLINE, 1/2 Δ
FLOWLINE
FLOWLINE, RAMP TOP, PCC
FLOWLINE, ROLLED CURB TRANSITION
FLOWLINE, ROLLED CURB
STATION:
303+59.21
303+63.21
303+67.21
303+72.89
303+78.60
303+83.99
303+89.04
303+94.13
303+97.97
OFFSET:
24.50' RT
24.50' RT
24.50' RT
24.91' RT
26.15' RT
28.19' RT
30.98' RT
35.10' RT
39.70' RT
FLOWLINE EL.:
445.95
446.18
446.40
446.73
447.07
447.41
447.80
448.35
448.86
CURB HEIGHT:
6.0"
4.0"
0.0"
0.0"
2.2"
4.4"
6.0"
5.0"
4.0"
CURVE DESC.:CURVE CNTR:
STA. 303+68.74,
6.50 LT
STA. 303+73.06,
16.37 LT
4"± (MATCH EX.)±
STA. 303+67.21,
64.50 RT
STA. 303+71.58,
57.80 RT
L=10.47'
R=15.00'
Δ=40° 00' 00"
L=23.09'
R=40.00'
Δ=33° 04' 37"
L=12.56'
R=32.00'
Δ=22° 29' 00"
L=7.68'
R=10.00'
Δ=44° 00' 37"
L=4.13'
R=5.00'
Δ=47° 19' 22"
STA. 303+57.38,
3.30 RT
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
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E
N
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4
6
2
s
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0
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0
0
G
&
O
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P
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a
n
s
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t
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
00 5'10'2.5'5'
SCALE:1"=5'
CR-2
14
HO
Q
U
I
A
M
A
V
E
N
U
E
N
E
NE 5TH STREET
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL
STREET LIGHT POLE, ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 119, 120 AND 121.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
1 2
3
3
7
4
1
4
6
2
26
3
7
EXISTING ASPHALT WEDGE
CURB / THICKENED EDGE
5
25
CURB
RETURN AND
RRFB PLAN -
SITE 2
8
8
8
8
EXISTING ASPHALT WEDGE
CURB / THICKENED EDGE
2
T
V
T
V
TV
TV
TV
TV
TV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W W
W
W
W
W
W
W
W
W
W
W W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G
G G G G G G G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
S
20
3
+
0
0
20
3
+
5
0
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
>
>
>
>
>
>
>
>
>
E E E E E E E E E
E
E
E
E
E
E
E E E E
F
F
F
F
F
F
F
F
F
F
F
F
F
60
61
62
63
64
65
66
67
68
69
70
71
72
73
7475
2.38%
1.15
%
0
.
9
1
%
0
.
9
1
%
1.
1
4
%
1.14
%
1.14
%
1.52%
1.50%
7.
7
5
%
0.5%
5.
2
0
%
1.
1
0
%
1.60%
1.25
%
0.
2
4
%
1.8%
3.4
%
1.60%
1.5
8
%
0.4
9
%
1.1
0
%
1.
0
0
%
2
.
0
%
1.
0
2
%
1.
1
2
%
1
.
9
0
%
1.47%
1.
2
2
%
0.
6
0
%
2.25%
1
.
6
0
%
2.64%
2.56%
1.62%
1.
2
%
2.08%
1.
2
2
%
4.26%
2.5%
2.54%
1.69%
1.
0
%
1.72%
1.2%
1.
0
9
%
7.
7
5
%
1.
1
%
1.18%
1.55%
1.50%
7.87%
7.93%
7.58%
1.
0
0
%
1.
0
0
%
1.5
6
%
1.37%
1.60%
10.21%3.55%
1.
0
0
%
1.49%
1.7%
1.
8
1
%
0.79%
7
.
0
7
%
4.3%
1.0
6
%
3.3
0
%
1.13%
2
.
0
5
%
2
.
0
2
%
2.93%
2" GAS
4"
G
A
S
5.00'
1.49
%
1.61%
1.81%
6.1'±
1.18%
1.05%
1.00%
1.1
3
%
1.12%
1.56%
1.12%
1.98%
1.97%
1.8
4
%
1.30%
2.20%
2.20
%
1.
9
6
%
1.
7
0
%
1.
7
0
%
2
.
0
5
%
2
.
0
8
%
2
.
0
1
%
2
.
6
3
%
2
.
6
3
%
2
.
0
2
%
1.
6
6
%
2.
3
0
%
116TH AVE AND 165TH ST INTERSECTION CURB TABLE
CURB PT:
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
POINT DESCRIPTION:
FLOWLINE, RAMP TOE, CURB END
FLOWLINE, RAMP TOP
FLOWLINE, PC
FLOWLINE, 1/2 Δ, RAMP TOP
FLOWLINE, PRC
FLOWLINE, 1/2 Δ
FLOWLINE, RAMP TOE, PCC
FLOWLINE, LANDING (LIP TOP)
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LANDING (NO LIP), PCC
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LIP TOP
FLOWLINE
FLOWLINE, PT, LIP TOP
FLOWLINE, CURB END
STATION:
203+02.50
203+10.00
203+11.00
203+13.88
203+16.06
203+18.50
203+21.12
203+24.09
203+26.08
203+30.97
203+35.16
203+38.51
203+39.59
203+40.56
203+41.00
203+41.00
OFFSET:
21.25' LT
21.25' LT
21.25' LT
20.83' LT
19.88' LT
18.85' LT
18.50' LT
18.57' LT
18.71' LT
19.31' LT
20.86' LT
23.83' LT
25.51' LT
27.95' LT
31.12' LT
33.12' LT
FLOWLINE EL.:
466.69
466.78
466.79
466.82
466.86
466.92
466.96
466.99
467.02
467.07
467.11
467.16
467.18
467.22
467.30
467.35
CURB HEIGHT:
0.0"
6.0"
6.0"
6.0"
4.2"
2.3"
0.5"
0.0"
0.0"
0.0"
0.0"
0.0"
0.5"
0.5"
0.5"
0.0"
CURVE DESC.:CURVE CNTR:
STA. 203+21.12,
28.50 LT
STA. 203+21.12,
78.50 LT
STA. 203+29.00,
31.15 LT
L=5.31'
R=10.00'
Δ=30° 24' 06"
L=9.89'
R=60.00'
Δ=9° 26' 23"
L=16.84'
R=12.00'
Δ=80° 23' 55"
L=5.31'
R=10.00'
Δ=30° 24' 06"
STA. 203+11.00,
11.25 LT
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
E
N
T
O
N
\
2
5
4
6
2
s
c
h
o
o
l
a
n
d
p
e
d
x
i
n
g
2
\
0
0
0
0
G
&
O
\
P
l
a
n
s
e
t
\
C
i
v
i
l
\
C
U
R
B
_
R
A
M
P
S
.
d
w
g
,
5/
2
9
/
2
0
2
6
4
:
2
1
P
M
,
BR
Y
A
N
W
A
N
G
29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
00 5'10'2.5'5'
SCALE:1"=5'
CR-3
15
11
6
T
H
A
V
E
N
U
E
S
E
SE 165TH STREET
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL
STREET LIGHT POLE, ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 119, 120 AND 121.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
4
6
2
25
1
3
7
4
CURB
RETURN AND
RRFB PLAN -
SITE 3
1
9
86
8
4 7
8 8
8
8
SERVICE CABINET NO. 11517
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
RRFB_DETAILS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
CR-4
RRFB DETAILS
16
WIRE SCHEDULE
SITE NO.CONDUIT TYPE PPB 2C/S ILLUMINATION SVC FLASHING
BEACON SERVICE POWER NOTES
1 2"2x#8 FROM NEW LIGHT POLE/RRFB TO JBOX TO EXIST SERVICE CABINET
1 2"2x#8 FROM RRFB TO JBOX TO EXIST SERVICE CABINET
2 2"2x#8 FROM RRFB TO JBOX TO EXIST SERVICE CABINET
2 2"1 FROM RRFB/PPB TO JBOX TO EXIST SERVICE CABINET
3 2"2x#8 FROM EAST RRFB TO JBOX TO NEW SERVICE CABINET NO. 11517
3 2"FROM WEST RRFB TO JBOX TO NEW SERVICE CABINET NO. 11517
3 3" SCHED. 80 FROM WEATHERHEAD ON UTILITY POLE TO NEW SERVICE
CABINET NO. 11517
2x#8
PSE TO DO
LENGTH
79
22
72
56
109
17
88
MO
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FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
ROAD_DETAILS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
MAN
BW
TLS
3
BW
ROAD DETAILS
RD-1
MODIFIED
TO 2'-0"
VARIES 12" TO 18" IN
SITE 2 TO MATCH
EXISTING ROLLED
GUTTER WIDTH
TO 2'-0"
VARIES 12" TO 18" IN SITE
2 TO MATCH EXISTING
ROLLED GUTTER WIDTH
BUTT JOINT DETAIL
SA
W
C
U
T
L
I
N
E
EXISTING BASE MATERIAL
EXISTING PAVEMENT
CRUSHED SURFACING
TOP COURSE PER
COR STD. PLAN - 103. SEE
SHEET 27/RD-5.
SUBGRADE
FIRM AND UNYIELDING
HMA AT SUBGRADE REPAIR
(CSS-1) AND APPLY SAND
EXISTING PAVEMENT WITH CSS1
CLEAN AND TACK EDGE OF
MATCH EXISTING PAVEMENT THICKNESS
SEAL JOINT WITH 4" WIDE
STRIP OF HOT PAVING ASPHALT
BLANKET.
12"
2' MIN
(SEE NOTE 2)NEW CURB
& GUTTER
NEW SIDEWALK (5')EXISTING
ASPHALT
PAVEMENT
ROADWAY EXC. LIMITS (TYP.)
SAWCUT
(SEE NOTE
2)CURB
FLOWLINE
6" CSTC
SEE BUTT JOINT DETAIL
CURB AND GUTTER REPLACEMENT
AND PAVEMENT REPAIR DETAIL
MODIFIED
6-1/2"
TOP OF
ROADWAY
FACE OF CURB
3"6.5"6.5"2"
4- #4 BARS AT TOP
AND BOTTOM
6,000 PSI CEMENT CONC.
#4 BAR WRAP AROUND @ 18" O.C.
REINFORCED CURB SECTION
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
ROAD_DETAILS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
MAN
BW
TLS
3
BW
18
ROAD DETAILS
RD-2
4" TYP.1'-0"3" TYP.
TYP.
5 BOXES MAX.
15" DIA. PVC SLEEVE. FILL AND COMPACT
WITH CRUSHED SURFACING TOP
COURSE TO SET POST.
4" MAX. OVERHANG
EACH SIDE
3'
-
3
"
M
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N
-
3
'
-
9
"
M
A
X
SE
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A
1'
-
1
0
"
EDGE OF PAVED
SHOULDER
84"
A
EXISTING
SHOULDER GRADE
-
-
ELEVATION
NOT TO SCALE
NOTES:
1.REINSTALL EXISTING MAILBOXES ON NEW TOP PLATE.
2.LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE CONTRACTING
AGENCY.
3.WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK.
4.1/2" LAG BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED STEEL.
MULTIPLE MAIL BOX LOCATION PLAN
NOT TO SCALE
A
-
SECTION
NOT TO SCALE
EXISTING GRAVEL
SHOULDER
SEE DETAIL
4 x 4 x 8'
-
-
DETAIL
NOT TO SCALE
2 x 6 BOLTED
2 x 10 TOP PLATE
1'
-
1
0
"
8"
2 x 4 SHAKES, ASPHALT
SHINGLES, OR TILES
1/2" EXT. PLYWOOD
COVER GABLE ENDS WITH
1/2" EXT. PLYWOOD
TRIANGLE - 27"x16"x16"
2'-3"
4" x 4" WOOD POSTMAILBOX CLUSTER
MAILBOX SUPPORT (TYPE 2) DETAIL
MODIFIED
INTERSECTION BIKE LANE
1.WHERE STRIPED CROSSWALK
DOES NOT EXIST, MARKING
BARS MUST BE PLACED AT
LANE LINE AND 1/2 LANE WIDTH
CONSISTENT WITH CITY OF
RENTON STD. PLAN 127. IF NO
CROSSWALK OR LANE LINE
EXISTS, MARKING BARS MUST
BE PLACED AT 5' ON CENTERS.
2.MATERIAL MUST BE MMA.
3.CONSISTENT BIKE LANE WIDTH
5.0'.
NOTES:
3'
VA
R
I
E
S
(6
"
T
O
1
2
"
)
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
ROAD_DETAILS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
MAN
BW
TLS
3
BW
19
ROAD DETAILS
RD-3
(MOD)
EXISTING TO
REMAIN
(INSTALL NEW)
EXISTING 6" GATE VALVE TO REMAIN
EXISTING VALVE BOX AND LID TO REMAIN. ADJUST VALVE BOX TO
FINISHED GRADE.
WITH MEGALUGS (OR EQUAL RETAINER GLANDS
MEGALUGS RETAINER
GLANDS (OR EQUAL)
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
WTR_DETAILS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
MAN
BW
TLS
1
BW
20
WATER DETAILS
WD-1
TTTTTT
SSS
D
BU
S
S
D
S
SCHOOL+DOWNWARD ARROW
+ STREET NAMES
SCHOOL+DOWNWARD ARROW
SCHOOL ZONE CAMERA
"DEAD END"
"STOP"+
STREET
NAMES
"PHOTO
ENFORCED"
"STOP"+STREET NAMES
(ON LIGHT POLE)
BU
S
HONEY DEW SCHOOL
FACILITIES & OPERATIONS CTR
800 UNION AVE NE
1023059007
KIWANIS PARK
CITY OF RENTON
N/A
0923059192
ANDERSON JOSEPH JR
+ KATHLEEN
772 UNION AVE NE
1023059318
NGUYEN TIEN DAC
+ LUU THI NGU
776 UNION AVE NE
1023059324
760 UNION AVE NE LLC
760 UNION AVE NE
1023059326
NGUYEN DANG HAI
4105 NW 8TH ST
1023059428
GROSSRUCK FRANK
807 UNION AVE NE
0923059235
BARBER PHILIP R
801 UNION AVE NE
0923059115
VAIMAN LE A + IRINE L + ANDRE
4018 NE 7TH CT
8809100010
LAPERASHVILI IRINA & GIORGI
4015 NE 7TH CT
8809100100
CI
T
Y
O
F
R
E
N
T
O
N
N/
A
10
2
3
0
5
9
4
2
7
POWER SERVICE CABINET
POTHOLE #1A
POTHOLE #1B
POTHOLE #1C
COM COM COM COM
2" COMM
S
POTHOLE #1D
102+00 103+00 104+00 105+00 106+00 107+00
D
W
5'
11
'
11
'
4'
SIGNING NOTES
CHANNELIZATION NOTES:
GENERAL
1.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA WHITE EDGE LINE
PER CITY OF RENTON STANDARD PLAN 109.
2.CONTRACTOR SHALL FURNISH AND INSTALL 8" MMA WHITE WIDE EDGE
LINE PER CITY OF RENTON STANDARD PLAN 109.
3.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA DOUBLE YELLOW
CENTERLINE PER CITY OF RENTON STANDARD PLAN 109.
4.CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC CROSSWALK
LINES PER CITY OF RENTON STANDARD PLAN 127. CONFIRM
CROSSWALK MARKING LIMITS IN THE FIELD WITH THE CONTRACTING
AGENCY PRIOR TO INSTALLATION.
5.CONTRACTOR SHALL FURNISH AND INSTALL MMA GREEN
INTERSECTION BIKE LANE PAVEMENT MARKINGS PER DETAIL SHEET
RD-3.
6.CONTRACTOR SHALL FURNISH AND INSTALL 16" PLASTIC STOP LINE
CITY OF RENTON STANDARD PLAN 127.
7.CONTRACTOR SHALL FURNISH AND INSTALL WHITE CURB MOUNTED
DELINEATOR POSTS.
1.ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE
MUTCD, UNLESS OTHERWISE INDICATED.
2.SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV
REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS
SECTION 9-28.12.
3.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS
INDICATED OTHERWISE.
4.CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT
MARKINGS IMMEDIATELY FOLLOWING PAVING.
1 PROTECT EXISTING SIGN DURING CONSTRUCTION.
2 RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND
HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION.
3 FURNISH AND INSTALL NEW 2" SQUARE SIGN POST PER CITY OF
RENTON STANDARD PLAN 129
4 FURNISH AND INSTALL NEW SIGN AND PLAQUE TO NEW OR EXISTING
POLE AS NOTED.
5 SALVAGE EXISTING SCHOOL SIGN AND DOWNWARD ARROW PLATE
TO THE CITY OF RENTON.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CHAN_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
GENERAL
00 20'40'10'20'
SCALE:1"=20'
CHANNELIZATION
PLAN - SITE 1
CH-1
21
SITE #1
UNION AVE. NE
NE
8
T
H
S
T
.
UNION AVE. NE
NE
7
T
H
C
T
.
5
1
4
2
2
NOTE:
STREET NAMES SIGNS ONLY.
S1-1
W16-7PL
(2 SETS EA)
UNION AVE NE
NE 8TH ST
S1-1
W16-7PL
(2 SETS EA)
3
2
1
4
6
3
5STA 103+72', 11.2' RT
STA 104+73', 15.6' LT
STA 104+73', 10.7' LT
STA 104+73', 0.0' LT
STA 105+04', 11.2' RT
STA 105+47', 15.9' RT
4
1
5 4
2
1
STA 103+70', 10.9' LT
STA 103+70', 15.7' LT
T
S
D
S
D
S
xxxxxxx
x
x
x
x
x
x
x
x
x
xx
GERSTENBERGER FAMILY REOVOC
461 HOQUIAM AVE NE
1023059161
N/
A
N/
A
10
2
3
0
5
T
R
C
T
PRESSEY CHRIS & BEVERLY
473 HOQUIAM AVE NE
1023059160
DO
T
U
N
G
T
H
A
N
H
+
J
U
L
I
E
S
I
O
U
H
O
50
1
H
O
Q
U
I
A
M
A
V
E
N
E
34
4
8
7
4
0
3
5
0
ARUNDELL W T
507 HOQUIAM AVE NE
1023059290
JOHNSON JAMES C
519 HOQUIAM AVE NE
3448740510
CAMPY CHARLES
5027 NE 5TH PL
3448740420
HILL DANNY L
500 HOQUIAM AVE NE
1023059258
NARAYAN NANDITA
+ PRITIKA
5109 NE 5TH CIR
1023059452
JAY & JAYA LLC
5103 NE 5TH CIR
1023059281
HU GUOJING & HU FAYE LI
524 HOQUIAM AVE NE
1023059254 LI
C
H
U
C
H
U
N/A
10
2
3
0
5
9
4
0
3
HUA
N
G
P
E
I
-
L
I
N
G
+ KU
O
T
O
N
Y
T
S
E
475
H
O
Q
U
I
A
M
P
L
N
E
9475
7
1
0
2
3
0
LETT
E
R
E
R
CHR
I
S
T
O
P
H
E
R
481
H
O
Q
U
I
A
M
P
L
N
E
9475
7
1
0
2
2
0
MAE
N
G
I
N
J
I
N
& O
H
B
I
T
T
N
A
487
H
O
Q
U
I
A
M
P
L
N
E
9475
7
1
0
2
1
0
LI LO
N
G
J
U
N
+
CHE
N
Y
U
E
T
A
N
G
C
E
493
H
O
Q
U
I
A
M
P
L
N
E
9475
7
1
0
2
0
0
"STOP" +
STREET NAMES
PED CROSSING +
DOWNWARD ARROW
(ON LIGHT POLE)
PED CROSSING +
DOWNWARD ARROW
PED CROSSING
+ "AHEAD"
STREET
NAMES
PED CROSSING + "AHEAD"
(ON LIGHT POLE)
POTHOLE #2A
302+00 303+00 304+00 305+00 306+00 307+00
11
'
11
'
SIGNING NOTES
CHANNELIZATION NOTES:
GENERAL
1.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA WHITE EDGE LINE
PER CITY OF RENTON STANDARD PLAN 109.
2.CONTRACTOR SHALL FURNISH AND INSTALL 8" MMA WHITE WIDE EDGE
LINE PER CITY OF RENTON STANDARD PLAN 109.
3.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA DOUBLE YELLOW
CENTERLINE PER CITY OF RENTON STANDARD PLAN 109.
4.CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC CROSSWALK
LINES PER CITY OF RENTON STANDARD PLAN 127. CONFIRM
CROSSWALK MARKING LIMITS IN THE FIELD WITH THE CONTRACTING
AGENCY PRIOR TO INSTALLATION.
5.CONTRACTOR SHALL FURNISH AND INSTALL MMA GREEN
INTERSECTION BIKE LANE PAVEMENT MARKINGS PER DETAIL SHEET
RD-3.
6.CONTRACTOR SHALL FURNISH AND INSTALL 16" PLASTIC STOP LINE
CITY OF RENTON STANDARD PLAN 127.
7.CONTRACTOR SHALL FURNISH AND INSTALL WHITE CURB MOUNTED
DELINEATOR POSTS.
1.ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE
MUTCD, UNLESS OTHERWISE INDICATED.
2.SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV
REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS
SECTION 9-28.12.
3.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS
INDICATED OTHERWISE.
4.CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT
MARKINGS IMMEDIATELY FOLLOWING PAVING.
1 PROTECT EXISTING SIGN DURING CONSTRUCTION.
2 RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND
HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION.
3 FURNISH AND INSTALL NEW 2" SQUARE SIGN POST PER CITY OF
RENTON STANDARD PLAN 129
4 FURNISH AND INSTALL NEW SIGN AND PLAQUE TO NEW OR EXISTING
POLE AS NOTED.
5 SALVAGE EXISTING SCHOOL SIGN AND DOWNWARD ARROW PLATE
TO THE CITY OF RENTON.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CHAN_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
GENERAL
CHANNELIZATION
PLAN - SITE 2
CH-2
22
SITE #2
00 20'40'10'20'
SCALE:1"=20'
HOQUIAM AVENUE NE
NE
5
T
H
S
T
R
E
E
T
HOQUIAM AVENUE NE
HOQUIAM PLACE NE
4
W11-2
W16-7P(L/R)
(2 SETS EA)
W11-2
W16-7P(L/R)
(2 SETS EA)
STA 303+39', 1.1' LT
STA 303+38', 10.5' RT
STA 303+38', 21.1' RT
1
3
1
4 STA 303+75', 11.0' RT
5 4
5
S
S
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
"END SCHOOL
ZONE"
"DEAD END""STOP"+STREET NAMES
SCHOOL + DOWNWARD ARROW
SCHOOL +
DOWNWARD
ARROW
SCHOOL
SPEED LIMIT 20
"WHEN CHILDREN
ARE PRESENT"
BERTHIAUME MARTY A-TTEE
11603 SE 164TH ST 98058
1423700600LOPEZ CARLOS DAVID+VERONICA
16410 116TH PL SE 98058
1423700800
OUK LIVING TRUST
16425 116TH PL SE 98058
1423700810
LARSEN JONATHAN R + PHU THI L
16511 116TH PL SE 98058
1423700830
JIRAVA MATTHEW THOMAS
16519 116TH PL SE 98058
1423700840
MITCHELL DENNIS
16519 116TH AVE SE 98058
0806000065
NGUYEN TRUNG & LY
16511 116TH AVE SE 98058
0806000070
HERAZO RODOLFO+MEREGILDA
11517 SE 165TH ST 98055
0806000075
RICE PAUL J & BARBARA J
11520 SE 165TH ST 98055
0806000080
NGUYEN HUE THI
16413 116TH AVE SE 98058
0088000363
GOMEZ ROBERTO V
+ CYNTHIA V
16407 116TH AVE SE 98058
0088000360
ROJAS DANIEL RO+SANCHEZ MIN
11512 SE 165TH ST 98055
0806000085
A
P
P
R
O
X
I
M
A
T
E
P
R
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
FLASHING BEACON
WITH SCHOOL +
DOWNWARD
ARROW SIGNS
POTHOLE #3A
POTHOLE #3C
POTHOLE #3B
POTHOLE #3D
201+00 202+00 203+00 204+00 205+00 206+00
F F F
10
.
5
'
10
.
5
'
CHANNELIZATION NOTES:
GENERAL
1.ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE
MUTCD, UNLESS OTHERWISE INDICATED.
2.SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV
REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS
SECTION 9-28.12.
3.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS
INDICATED OTHERWISE.
4.CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT
MARKINGS IMMEDIATELY FOLLOWING PAVING.
SIGNING NOTES
CHANNELIZATION NOTES:
1.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA WHITE EDGE LINE
PER CITY OF RENTON STANDARD PLAN 109.
2.CONTRACTOR SHALL FURNISH AND INSTALL 8" MMA WHITE WIDE EDGE
LINE PER CITY OF RENTON STANDARD PLAN 109.
3.CONTRACTOR SHALL FURNISH AND INSTALL 4" MMA DOUBLE YELLOW
CENTERLINE PER CITY OF RENTON STANDARD PLAN 109.
4.CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC CROSSWALK
LINES PER CITY OF RENTON STANDARD PLAN 127. CONFIRM
CROSSWALK MARKING LIMITS IN THE FIELD WITH THE CONTRACTING
AGENCY PRIOR TO INSTALLATION.
5.CONTRACTOR SHALL FURNISH AND INSTALL MMA GREEN
INTERSECTION BIKE LANE PAVEMENT MARKINGS PER DETAIL SHEET
RD-3.
6.CONTRACTOR SHALL FURNISH AND INSTALL 16" PLASTIC STOP LINE
CITY OF RENTON STANDARD PLAN 127.
7.CONTRACTOR SHALL FURNISH AND INSTALL WHITE CURB MOUNTED
DELINEATOR POSTS.
MARKINGS IMMEDIATELY FOLLOWING PAVING.
1 PROTECT EXISTING SIGN DURING CONSTRUCTION.
2 RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND
HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION.
3 FURNISH AND INSTALL NEW 2" SQUARE SIGN POST PER CITY OF
RENTON STANDARD PLAN 129
4 FURNISH AND INSTALL NEW SIGN AND PLAQUE TO NEW OR EXISTING
POLE AS NOTED.
5 SALVAGE EXISTING SCHOOL SIGN AND DOWNWARD ARROW PLATE
TO THE CITY OF RENTON.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CHAN_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
3
BW
GENERAL
CHANNELIZATION
PLAN - SITE 3
CH-3
23
SITE #3
00 20'40'10'20'
SCALE:1"=20'
116TH AVENUE SE
SE
1
6
5
T
H
S
T
R
E
E
T
116TH AVENUE SE
SE
1
6
4
T
H
S
T
.
2
5
S1-1
W16-7P(L/R)
(2 SETS EA)
SE 156 ST
116 AVE SE
R1-1
S1-1
W16-7P(L/R)
(2 SETS EA)
1
3
1 4
6
STA 202+92', 12.9' LT
STA 202+92', 2.5' LT
STA 202+92', 7.9' RT
STA 203+55', 31.3' LT
4
5 4
7 1 STA 203+50.4', 7.9' RT
1-
1
/
4
"
G
A
S
6" GAS 6" GAS
2"
G
A
S
6" GAS
6" GAS
POTHOLE #1A
POTHOLE #1B
POTHOLE #1C
COM 2" COMM
36" WATER (SPU)36" WATER (SPU)36" WATER (SPU)
S
12" CI WTR 12" CI WTR
12
"
D
I
W
T
R
4"
C
I
POTHOLE #1D
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
X=100'X=100'X=100'
X=100'X=100'X=100'
X=
1
0
0
'
X=
1
0
0
'
X=
1
0
0
'
R
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
00 50'100'25'50'
SCALE:1"=50'
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
1 WORK ZONE A
TC-1
24
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
NE
7
T
H
C
T
NE
7
T
H
S
T
NE
8
T
H
S
T
UNION AVE NE
SITE 1 - WORK ZONE A
R3-17 (30"x24")
R3-17bP (30"x12")W9-3 (36"x36")
R4-11 (30"x30")
W9-3 (36"x36")
R4-11 (30"x30")
R3-17 (30"x24")
R3-17bP (30"x12")W9-5A
(30"x30")
W9-5A
(30"x30")
M4-9a (R)
(24"x18")
CONTRACTOR TO FURNISH AND INSTALL TEMPORARY
CROSSWALK MARKINGS. PEDESTRIAN HANDLER
REQUIRED DURING WORK HOURS.
R9-8
(36"x18")
M4-9a (L)
(24"x18")
R9-8
(36"x18")
M4-9a
(24"x12")
1-
1
/
4
"
G
A
S
6" GAS 6" GAS
2"
G
A
S
6" GAS
6" GAS
POTHOLE #1A
POTHOLE #1B
POTHOLE #1C
COM 2" COMM
36" WATER (SPU)36" WATER (SPU)36" WATER (SPU)
S
12" CI WTR 12" CI WTR
12
"
D
I
W
T
R
4"
C
I
POTHOLE #1D
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
X=100'X=100'X=100'
X=100'X=100'X=100'
X=
1
0
0
'
X=
1
0
0
'
X=
1
0
0
'
R=30'
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
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6
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
1 WORK ZONE B
TC-2
25
00 50'100'25'50'
SCALE:1"=50'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
NE
7
T
H
C
T
NE
7
T
H
S
T
NE
8
T
H
S
T
UNION AVE NE
SITE 1 - WORK ZONE B
W9-3 (36"x36")
R4-11 (30"x30")
R3-17 (30"x24")
R3-17bP (30"x12")
R3-17 (30"x24")
R3-17bP (30"x12")
W9-3 (36"x36")
R4-11 (30"x30")
W9-5A
(30"x30")
W9-5A
(30"x30")
M4-9a (L)
(24"x18")
M4-9a (R)
(24"x18")
CONTRACTOR TO FURNISH AND INSTALL TEMPORARY
CROSSWALK MARKINGS. PEDESTRIAN HANDLER
REQUIRED DURING WORK HOURS.
R9-8
(36"x18")
R9-8
(36"x18")
M4-9a
(24"x12")
POTHOLE #2A
S
8"
W
T
R
8" WTR
X=100'X=100'X=100'
X=
1
0
0
'
X=
1
0
0
'
X=
1
0
0
'
R
X=100'X=100'X=100'
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
2 WORK ZONE C
TC-3
26
00 50'100'25'50'
SCALE:1"=50'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
NE
4
T
H
P
L
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
NE
5
T
H
P
L
HOQUIAM AVE NE
HOQUIAM PL NE
NE
5
T
H
S
T
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
SITE 2 - WORK ZONE C
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
T
POTHOLE #2A
S
8"
W
T
R
8" WTR
X=100'X=100'X=100'
R
X=
1
0
0
'
X=
1
0
0
'
X=
1
0
0
'
X=100'X=100'X=100'
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
2 WORK ZONE D
TC-4
27
00 50'100'25'50'
SCALE:1"=50'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
HOQUIAM AVE NE
HOQUIAM PL NE
NE
5
T
H
S
T
SITE 2 - WORK ZONE D
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
R=30'
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")NE
5
T
H
P
L
NE
4
T
H
P
L
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
POTHOLE #3A
POTHOLE #3C
POTHOLE #3B
POTHOLE #3D
X=100'X=100'X=100'
X=100'X=100'X=100'
X=
1
0
0
'
X=100'X=100'
R
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
3 WORK ZONE E
TC-5
28
00 50'100'25'50'
SCALE:1"=50'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
SITE 3 - WORK ZONE E
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
116TH AVE NE
SE
1
6
4
T
H
S
T
SE
1
6
5
T
H
S
T
116TH PL SE
x x x x x x x x x x x
POTHOLE #3A
POTHOLE #3C
POTHOLE #3B
POTHOLE #3D
RX=100'X=100'X=100'
X=100'X=100'X=100'
X=
1
0
0
'
X=
1
0
0
'
X=100'
LEGEND
TEMPORARY TRAFFIC CONTROL
CHANNELIZING DEVICES
WORK ZONE
CLASS B SIGN LOCATION
FLAGGING STATION
PROTECTIVE VEHICLE
TRAFFIC FLOW
PEDESTRIAN DETOUR ROUTE
NOTES
1.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF
DARKNESS.
2.EXTEND DEVICES TAPER ACROSS SHOULDER.
3.SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10.
4.SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE
BACKGROUND (REFL.) UNLESS OTHERWISE NOTED.
5.MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED
WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST:
-GROOVED PAVEMENT
-ABRUPT LANE EDGE
-STEEL PLATES
-LOOSE GRAVEL OF EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL
BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME
CAUTION SIGNS.
6.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER
SHALL BE 20' O.C.
7.ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST
MOUNTED.
8.WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED
DURING THE FOLLOWING HOURS:
UNION AVENUE NORTHBOUND AND SOUTHBOUND
HOQUIAM AVENUE NORTHBOUND AND SOUTHBOUND
116TH AVENUE SE NORTHBOUND AND SOUTHBOUND
SINGLE LANE CLOSURE
- SINGLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN
EACH DIRECTION WITH FLAGGING AND ALTERNATING
TRAFFIC
- MOBILE OPERATIONS
MON 7:00AM TO 3:30PM
TUES 7:00AM TO 3:30PM
WED 7:00AM TO 3:30PM
THURS 7:00AM TO 3:30PM
FRI 7:00AM TO 3:30PM
ALL WORK OUTSIDE THESE HOURS MUST BE PERMITTED BY
INSPECTOR.
9.ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE
MAINTAINED DURING CONSTRUCTION.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
TC_PLAN.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
E
N
T
O
N
\
2
5
4
6
2
s
c
h
o
o
l
a
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4
:
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BR
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A
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A
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G
29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
6
GENERAL
BW
TEMPORARY TRAFFIC
CONTROL PLAN - SITE
3 WORK ZONE F
TC-6
29
00 50'100'25'50'
SCALE:1"=50'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60/65 MPH 800'±
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'±(2)
URBAN STREETS 25 MPH OR LESS 100'±(2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 10 TO 20 40
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50
10 105 150 205 270 450 500
11 115 165 225 295 495 550
12 125 180 245 320 540 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50
LENGTH (Feet)155 200 250 305 360 425
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
116TH AVE NE
SE
1
6
4
T
H
S
T
SE
1
6
5
T
H
S
T
116TH PL SE
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
W20-1
(36"x36")
W20-4
(36"x36")
W20-7A
(36"x36")
SITE 3 - WORK ZONE F