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GENERAL
_117- EXISTING ELECTRICAL TO BE REMOVED
EXISTING ELECTRICAL TO REMAIN
NEW ELECTRICAL WORK
MATCHLINE OR PROPERTY LINE
ENLARGED PLAN BOUNDARY
DETAIUPLAN IDENTIFIER
E1.1 SECTION IDENTIFIER
ELEVATION IDENTIFIER
C= REVISION DEFINITION AREA, AREA ENCIRCLED
CONTAINS CHANGES MADE SUBSEQUENT TO
PREVIOUS ISSUE
A REVISION CALLOUT
FLAG NOTE TAG
DEMOLITION NOTE TAG
EQUIPMENT TAG
MECHANICAL EQUIPMENT TAG
NORTH ARROW
0 LOCATION WHERE PICTURE WAS TAKEN AND
DIRECTION
LIGHTING
A
=0 DEVICE SUBSCRIPTS
12 a (LIGHT FIXTURE TYPE)
,*_.��REWITCHEEG)
(CIRCUITNUMBER)
alLIGHTING FIXTURES
(REFER TO LIGHTING FIXTURE SCHEDULE
FOR ADDITIONAL INFORMATION)
00
B-� STRIP LIGHTING FIXTURE
ON C WALL -MOUNTED LIGHTING FIXTURE
EMERGENCY LIGHTING FIXTURES
(REFER TO LIGHTING FIXTURE SCHEDULE
FOR ADDITIONAL INFORMATION)
040
POLE -MOUNTED LIGHTING FIXTURE, QU
13� HEADS AS INDICATED ANTITY OF
000 DOUBLE HEAD, POLE -MOUNTED, LIGHTING FIXTURE
AnnA LIGHTING TRACK WITH FIXTURES
4CZ� SELF-CONTAINED BATTERY -POWERED EMERGENCY
LIGHTING FIXTURE
It EXIT SIGN, UNIVERSAL MOUNTING
(SHADED AFEEA� INDICATES DIRECTION ARROMIS)
EXIT SIGN, WALL -MOUNTED
(SHADED AREA INDICATES DIRECTION ARROWS)
GROUNDING
—G— GROUNDING CONDUCTOR
GROUND ROD
GROUNDING BUSBAR
EQUIPMENT GROUNDING CONNECTION
L
GROUNDING STRAP
POWER
7/7777/7771 SWITCHBOARDISWITCHGEAR
Illig- PANEUBOARD, FLUSH -MOUNTED
PANELBOARD, SURFACE -MOUNTED
(FRONT)
TRANSFORMER
MOTOR CONNECTION
DISCONNECT SWITCH, NON -FUSED
DISCONNECT SWITCH, FUSED
Eb ENCLOSED CIRCUIT BREAKER
Ml VARIABLE FREQUENCY DRIVE
s. MANUAL MOTOR STARTER WITH THERMAL
OVERLOADS
COMBINATION STARTERIDISCONNECT
19 MAGNETIC STARTER
QD EQUIPMENT CONNECTION - CONFIRM CONNECTION
WITH EQUIPMENT MANUFACTURER
OF, FIREISMOKE DAMPER
PUSHBUTTON CONTROLLER
El (SINGLE OR MULTIPLE BUTTONS)
4 EMERGENCY POWER OFF PUSHBUTTON
RECEPTACLES
PlA12
,,R,\,,DEVICE SUBSCRIPTS
(CIRCUITNUMBER)
U4GRAEM GB.GF.IG,SB TRUSEI WE OR OTHER SUBSCRIPT)
UNONFSTANDARD MOUNTING HEIGHT OR AC)
-0 SPECIAL RECEPTACLE
0- DUPLEX RECEPTACLE
0= FOURPLEX RECEPTACLE
SPLIT WIRED DUPLEX RECEPTACLE
e- SIMPLEX RECEPTACLE
sw.P& CORD DROP CORD RECEPTACLE
le� RETRACTABLE CORD REEL RECEPTACLE
RESCUE ASSISTANCE SYSTEM
RESCUE ASSISTANCE BASE STATION, WALL -MOUNTED
RESCUE ASSISTANCE POWER SUPPLY, WALL -MOUNTED
RESCUE ASSISTANCE CALL STATION, WALL -MOUNTED
EMERGENCY RESPONDERS RADIO SYSTEM
MI EMERGENCY RESPONDERS RADIO CABINET
Ml EMERGENCY RESPONDERS ANNUNCIATOR PANEL
SECURITY VIDEO SYSTEM
M� VIDEO SECURITY CAMERA MOUNTING TYPES
Y� (P=PENDAINTMOUNITED)
IRW= ROOF PARAPET MOUNTED)
= WALL MOUNTED W1 BRACKET)
VIDEO SECURITY CAMERA ID
0 ---(WHERE APPLICABLE REPRESENESTHECAMERA#ORTYPE)
0� CAMERA, CEILING MOUNTED
-0— CAMERA, WALL MOUNTED
AMERA, WALL MOUNTED Wl BRACKET
BE
01 = 180'VIEWCAMERA)
3
X 360 = 360' VIEW CAMERA)
3600 CAMERA, CEILING MOUNTED
+
SECURITY MONITOR, WALL MOUNTED
NO I REVISION
RACEWAYS AND BOXES
0 JUNCTION BOX
0 FURNITURE WALL FEED OUTLET BOX
F
El PULL BOX
XX (WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX TYPE)
HANDHOLE
El (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE)
XX
VAULT
10 (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE)
XX
FLOORBOX (WHERE INDICATED, SUBSCRIPT INDICATES FLOOR
CMA BOX TYPE)
0 POKE-THRU (WHERE INDICATED, SUBSCRIPT INDICATES
A POKE THIRD TYPE)
M POWER POLE, FLOOR TO CEILING
SURFACE METAL RACEWAY
RACEWAY CONCEALED IN WALL OR IN CEILING
— (EXPOSED IN UNFINISHED AREAS)
— RACEWAY RUN BELOW FLOOR OR BELOW GRADE
FLEXIBLE RACEWAY
RACEWAY (CIRCLE DENOTES VERTICAL
TRANSITION)
RACEWAY CONTINUATION
RACEWAY STUB WITH BUSHING
H RACEWAY SLEEVE WITH BUSHING
::I FIRE STOPPING SLEEVE
CABLE TRAY, 12"W x 4"H OVERHEAD, UNLI=b6
OTHERWISE NOTED
CABLE TRAY, OVERHEAD LADDER TYPE
HOMERUN TO PANEL
low�� (INDICATES PANEL DESIGNATION AMID CIRCUIT NUMBER)
HA-3
t7N�'41' �(GAUGE OF WIRE OTHERTHAN AWG4112)
NUMBER OF CONDUCTORS
(GROUND CONDUCTOR)
NN
(PHASE CONDUCTORS)
(NEUTRAL CONDUCTOR)
ACCESS CONTROL SYSTEM
ACCESS CONTROL PANEL
CREDENTIAU CARD READER
(CR = CARD READER, WALL MOUNTED)
CR (CWP = CARD READER WIPIN, WALL MOUNTED)
(CRJM - CARD R�ER, MULLION MOUNTED)
01 DOOR POSITION SWITCH
0 DOOR ENTRY STATION, WALL MOUNTED
99 DOOR MASTER STATION, DESK TOP
SECURITY BUTTONS/SWITCH, WALL MOUNTED
I(AO - AUTO OPERATOR)
(DR - DOOR RELE�E)
XX (ED - LOCKDOWN)
(KS = KEYED SWITCH
(PEI = PANICI DURESS)
SECURITY BUTTONS, UNDER DESK MOUNTED
(DR = DOOR RELEASE)
(ED = LOCKDOWN)
(PB = PANIC/ DURESS)
REQUEST TO EXIT DETECTOR, WALL MOUNTED
REQUEST TO EXIT DETECTOR, CEILING MOUNTED
REQUEST TO EXIT, INTEGRAL MICRO SWITCH
REQUEST TO EXIT BUTTON, WALL MOUNTED
HORN, WALL MOUNTED
01� STROBE, WALL MOUNTED
STROBEJHORN, CEILING MOUNTED
DOOR HARDWARE POWER SUPPLY (DIV 08)
CHI x R( = QUANTITY OF FOODS)
ELECTRIFIED HARDWARE
(EL = ELECTRIFIED LOCKSETIEXT DEVICE)
(U3=EUECTRIFIEDSTNUKEr
(MIT = ELECTRIFIED MAGNETIC
(MH - ELECTRIFIED MAGNETIC HOLD OPEN)
FIRE ALARM SYSTEM
DRAWING INDEX
CEO.01
ELECTRICAL LEGEND AND DRAWING INDEX
WE
lj�\ DEVICE SUBSCRIPTS (TYPICAL ALL SYSTEMS)
CEO.02
ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
I �(WP, WG OR OTHER SUBSCRIPT)
N�':(NON STANDARDMOUNTING HEIGHT)
CEO.04
LIGHT FIXTURE SCHEDULE
CED1.00A
ELECTRICAL DEMOLITION SITE PLAN
rF-A—GPl FIRE ALARM CONTROL PANEL
CED1.00B
ELECTRICAL DEMOLITION SITE PLAN
FIRE ALARM ANNUNCIATOR PANEL
CE1.00A
ELECTRICAL SITE PLAN
CE1.0013
ELECTRICAL SITE PLAN
NOTIFICATION APPLIANCE CIRCUIT
CE1.00LA
SITE PHOTOMETRIC PLANS
HORN/STROBE COMBINATION, WALL -MOUNTED
CE1.00LB
SITE PHOTOMETRIC PLANS
CE1.01A
TELECOM SITE PLAN
(Dj HORN/STROBE COMBINATION, CEILING -MOUNTED
CE1.0113
TELECOM SITE PLAN
TELECOMMUNICATIONS SYSTEM
CE1.02
ELECTRICAL STREET FRONTAGE PLAN
ELECTRICAL STREET FRONTAGE PHOTOMETRIC PLAN
TELECOMMUNICATIONS DEVICE
I(X - REPRESENTS THE # OF TELECOMMUNICATIONS MODULES)
TELECOMMUNICATIONS WALL PHONE WD AT THE ME)
�.W: B_AMK COVER PLATE)
IF - MOI FURNITURE DEVICE)
y,
(A4 = ABOVE COUNTER DEVICE)
Is - SURFACE MOUNT)
BNAP = WALL MOUNTED WIRELESS ACCESS FORT DATA DEVICE)
ABOVE CEILING TELECOMMUNICATIONS DEVICE
WAP
(X - REPRESENTS THE 9 OF TEUSCOMMUNICATIONS MODULES)
BNAP =WIRELESS ACCESS DEVICE)
(SV=SECURITYVIDEOCAMERA)
FIRE RESISTANT 3/4" PLYWOOD BACKBOARD
TWO -POST EQUIPMENT RACK
3.65"DOUBLE-SIDED VERTICAL MANAGEMENT
6w DOUBLE -SIDED VERTICAL MANAGEMENT
12" DOUBLE -SIDED VERTICAL MANAGEMENT
C3[:]
FLOOR MOUNTED SERVER ENCLOSURE
In 7
WALL MOUNTED ENCLOSURE
110 BLOCK WITH LEGS
66BLOCK
INTRUSION DETECTION SYSTEM
Ml INTRUSION DETECTION PANEL
-El K KEYPAD, WALL MOUNTED
PIRIMOTION DETECTOR, WALL MOUNTED
3600 PIR/ MOTION DETECTOR, CEILING MOUNTED
+
PHOTO -BEAM DETECTOR, WALL MOUNTED
DOOR POSITION SWITCH
TEMPERATURE PROBE
GLASS BREAK DETECTOR, CEILING MOUNTED
AUDIO SENSOR, WALL MOUNTED
NONE
HOREEfiI N� IM11W1
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DESIGNED
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RENTON
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Planning/Bullcllng/PublFc Works Dept
CNECKED
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IF NET ONE INCIA
BY
DATE
APPR
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FIT
.
CE2.01 ELECTRICAL DETAILS
CE2.02 ELECTRICAL DETAILS
CE2.03 ELECTRICAL DETAILS
NOTE TRANSPO�ATION,S[GNAGE,ELECTR[CAL AND
LIGHTING PLAINS ARE NOT INCLUDED IN THE LIMITED
APPROVAL. SHEETS R� 19277 TFIROUGH R-4192102 ARE
REQUIRED TO BE RESUBMI77ED AND APPROVED
THROUGH THE DESIGN CHANGE PROCESS BEFORE
CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE.
ITY OF
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DEVELOPMENT ENGINEEI
CORRECTIONS m RESUBM
04/13/2022 msippo
T-419201
R419277
NOT ALL SYMBOLS MAY APPEAR ON THE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NEW ELEMENTARY NO. 16
T7 MAR 2022
CHELAN AVE NE
�EUMEEK
RENTON, WA 98059
phGE
0004NONO
CEO..01
ELECTRICAL LEGEND AND DRAWING INDEX
Lu
MEET, Of
78 147
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GENERAL NOTES
ABBREVIATIONS
ii
0
w
1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE
NATIONAL AND STATE CODES AS AMENDED LOCALLY
AND ENFORCED BY THE AHJ.
2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR
INSTALLATION OF WORK. ARRANGE AND SCHEDULE
REQUIRED INSPECTIONS.
3. COORDINATE WITH UTILITY COMPANIES FURNISHING
SERVICES TO PROJECT. INSTALLATION OF UTILITY
SERVICES SHALL BE IN ACCORDANCE WITH UTILITY
REQUIREMENTS. VERIFY APPLICABLE INSTALLATION
STANDARDS AND REQUIREMENTS. PROVIDE AND
SUBMIT ELECTRICAL DRAWINGS TO UTILITY FOR
APPROVAL PRIOR TO ROUGH -IN AND PRIOR TO
ORDERING EQUIPMENT.
4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE
DEVICE LOCATIONS AND ELEVATIONS WITH
APPROPRIATE DOCUMENTS INCLUDING CASEWORK
SHOP DRAWINGS AND ARCHITECTS INTERIOR
ELEVATIONS PRIOR TO ROUGH -IN.
5. COORDINATE ELECTRICAL WORK WITH THAT OF
OTHER TRADES. REFER TO MECHANICAL,
ARCHITECTURAL, STRUCTURAL, CIVIL, AND
LANDSCAPE DRAWINGS AND SPECIFICATIONS.
COORDINATION SHALL OCCUR PRIOR TO
FABRICATION, PURCHASE, AND INSTALLATION OF
WORK.
6. COORDINATE LOCATION OF LIGHT FIXTURES AND
CEILING -MOUNTED DEVICES WITH ARCHITECTURAL
REFLECTED CEILING PLANS AND ELEVATIONS.
7. PROVIDE RATED ENCLOSURES AROUND ALL LIGHT
FIXTURES PENETRATING RATED CEILINGS.
COORDINATE WITH ARCHITECTURAL.
8. REFER TO ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR LOCATIONS OF EXPANSIONISEISMIC
JOINTS. PROVIDE RACEWAY EXPANSION/SEISMIC
JOINTS FOR RACEWAYS CROSSING BUILDING
EXPANSION/SEISMIC JOINTS.
9. DEMOLISH EXISTING SYSTEMS AS INDICATED ON
PLANS OR AS REQUIRED FOR INSTALLATION OF NEW
WORK. MATERIAL SHALL BE REMOVED FROM SITE
AND LEGALLY DISPOSED OF OFF SITE UNLESS
OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN
EXISTING CONDITION WHEN DIRECTED BY OWNER.
10. COMPLETION OF WORK SHALL BE EXECUTED IN
ACCORDANCE WITH THE PROJECT SCHEDULE.
SCHEDULE INSTALLATION WITH OTHER TRADES TO
ENSURE PROJECT MILESTONES ARE MET.
11. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW
ALL COMPONENTS REQUIRED FOR A COMPLETE
INSTALLATION. PROVIDE COMPONENTS REQUIRED
FOR COMPLETE AND OPERATIONAL SYSTEMS
INCLUDING RACEWAYS, CONDUCTORS, BOXES,
SUPPORTS AND SIMILAR ITEMS.
12. BRANCH CIRCUIT HOMERUNS ARE SHOWN TO
INDICATE CIRCUIT PROPERTIES AND CONFIGURATION.
SINGLE -CIRCUIT HOMERUNS SERVED FROM THE
SAME PAINEUBOARD MAY BE COMBINED IN
ACCORDANCE WITH THE DIVISION 26 SPECIFICATIONS,
UNLESS INDICATED OTHERWISE. EXTEND AND
CONNECT BRANCH CIRCUIT RACEWAY AND WIRING
FROM HOMERUN TO DEVICES AND EQUIPMENTWITH
CIRCUIT NUMBERS INDICATED. CONDUCTOR
QUANTITIES AND SIZES ARE INDICATED AT
HOMERUNS ONLY. SHOW ACTUAL RACEWAY
ROUTING AND CIRCUITING ON RECORD DRAWINGS.
MINIMUM CONDUCTOR SIZE #12 AWG.
13. LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWS
SHALL BE THROUGH -WIRED VIA FIXTURE INTERNAL
WIREWAYS. CIRCUITS AS INDICATED ON DRAWINGS.
FIXTURES NOT LISTED FOR THROUGH WIRING SHALL
BE WIRED VIA SEPARATE RACEWAY AND WIRING
SYSTEM EXTERNAL TO THE FIXTURES. PROVIDE
RACEWAYS, WIRING AND CONNECTIONS FOR A
COMPLETE AND OPERATIONAL SYSTEM.
14. LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR
ITEMS ARE SHOWN SCHEMATICALLY. COORDINATE
INSTALLATION, INCLUDING BUT NOT LIMITED TO
CABLING, TELECOMMUNICATION PATHWAYS AND
SPACES, AND EXACT LOCATION OF HORIZONTAL AND
BACKBONE CABLING WITH LOCATIONS OF FIXED
CASEWORK AND BUILDING CONDITIONS AFFECTING
THE WORK OF THIS CONTRACT.
15. COORDINATE TELECOMMUNICATIONS WORK WITH
THAT OF OTHER TRADES. REFER TO ELECTRICAL,
MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL,
AND LANDSCAPE DRAWINGS AND SPECIFICATIONS.
COORDINATION SHALL OCCUR PRIOR TO
FABRICATION, PURCHASE, AND INSTALLATION OF
WORK.
16. NEW CABLING INSTALLATIONS SHALL BE CONCEALED
IN WALL, CEILINGS, AND BELOW RAISED FLOOR
SPACES UNLESS OTHERWISE NOTED ON THE
DRAWINGS. CABLING IN ACCESSIBLE CEILING
SPACES SHALL BE INSTALLED AS OPEN CABLING
NEAR STRUCTURES AND WALLS OR AS SPECIFICALLY
NOTED ON DRAWINGS. SEE SPECIFICATIONS FOR
SUPPORT REQUIREMENTS.
17. PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT AND
RACEWAY SYSTEMS AT PENETRATIONS, SLEEVES
AND SLOTS OF FIRE RATED CONSTRUCTION FOR
HORIZONTAL AND INTRABUILDING PATHWAYS AND
SPACES.
18, INTRABUILDING OPTICAL FIBER CABLING SHALL BE
CLEARLY AND VISIBLY IDENTIFIED IN PULLBOXES,
ENTRANCE POINTS, EACH RISER ROOM, AND F-0-
BEFORE ENTERING A FREE STANDING RACK UTILIZING
AN OPTICAL FIBER CABLE MARKER TAG SYSTEM.
19, CATEGORY 616A CABLING: MAINTAIN A MINIMUM
SPACING OF 12* FROM ELECTRICAL FEEDERS AND
BRANCH CIRCUIT WIRING AND 12" FROM AUXILIARY
SYSTEM CABLING.
20. MINIMUM SPACING FROM ELECTRICAL APPARATUS
SUCH AS MOTOR DRIVEN EQUIPMENT AND
TRANSFORMERS SHALL BE V-0". SPACING
REQUIREMENTS SHALL APPLY TO OPEN CABLING
PATHWAYS WHERE EQUIPMENT IS LOCATED ON THE
SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN
ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH
WALLS AND FLOORS DID NOT EXIST. EXCEPTION.
BUILDING CONSTRUCTION THAT RESULTS IN
CONTINUOUS METALLIC BARRIER BETWEEN
ELECTRICAL APPARATUS AND CABLE PATHWAYS
SHALL BE CONSIDERED AS SUITABLE SEPARATION.
21. PRIOR TO STARTING TELECOMMUNICATIONS
INSTALLATION, CAREFULLY INSPECT INSTALLED
WORK OF OTHER TRADES AND VERIFY THAT SUCH
WORK IS COMPLETE TO THE POINT WHERE WORK
MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT
AND ENGINEER IN WRITING OF CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY
COMPLETION OF THE WORK.
22. DO NOT BEGIN TELECOMMUNICATIONS INSTALLATION
UNTIL ALL UNSATISFACTORY CONDITIONS ARE
RESOLVED. BEGINNING WORK CONSTITUTES
ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
23. ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNED
CROSS -CONNECT PER THE IDENTIFICATION LABEL AT
EACH TELECOMMUNICATIONS WORKSTATION DEVICE.
TERMINATE ALL CABLES ON 48-PORT PATCH PANELS
ON RACKS UNLESS OTHERWISE NOTED.
24. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL
CONDUIT, OUTLET BOXES, JUNCTION BOXES,
RACEWAY SYSTEMS, ETC. FOR A COMPLETE AND
OPERATIONAL PATHWAY SYSTEM FOR ALL
TELECOMMUNICATIONS SYSTEMS PER THE SCOPE OF
WORK INDICATED ON THE CONSTRUCTION DRAWINGS
AND BID SPECIFICATIONS.
25. CABLE TRAY PATHWAYS ABOVE ACCESSIBLE
CEILINGS SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR. CABLE TRAY PATHWAYS BELOW
RAISED FLOOR SPACES SHALL BE PROVIDED BY THE
TELECOMMUNICATIONS CONTRACTOR.
NO, I REVISION
A
AMPERE
AIR CONDITIONING; ALTERNATING CURRENT;
AC
ABOVE COUNTER
AF
AMP FUSE: AMP FRAME
AEC
AVAILABLE FAULT CURRENT
ARE
ABOVE FINISHED FLOOR
AG
ABOVE GRADE
AHJ
AUTHORITIES HAVING JURISDICTION
AHU
AIR HANDLING UNIT
AIC
AMPERE INTERRUPTING CURRENT
AL
ALUMINUM
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
AS
AMP SWITCH
AT
AMP TRIP
ATM
ASYNCHRONOUS TRANSFER MODE
ATS
AUTOMATIC TRANSFER SWITCH
AV
AUDIO VISUAL
AWG
AMERICAN WIRE GAUGE
SAS
BUILDING AUTOMATION SYSTEM
BATT
BATTERIES
BIL
BASIC IMPULSE INSULATION LEVEL
SKIED
BACKBOARD
BKR
BREAKER
BLDG
BUILDING
c
CONDUIT; DEGREES CELSIUS
CAB
CABINET
CAT
CATEGORY
CATV
COMMUNITY ANTENNA TELEVISION
CB
CIRCUIT BREAKER
CcTV
CLOSED CIRCUIT TELEVISION
OILS
CEILING
CM
CEILING -MOUNTED
CO
CONDUIT ONLY
cow
COMPUTER ON WHEELS
OR
CONTROLLED RECEPTACLE
OFF
CURRENT TRANSFORMER
CU
COPPER
D
DEDICATED
DDC
DIRECT DIGITAL CONTROL
DEMARC
DEMARCATION POINT
DISC
DISCONNECT
DIST
DISTRIBUTION
DSL
DIGITAL SUBSCRIBER LINE
DING
DRAWING
(E)
EXISTING
EA
EACH
EF
EXHAUSTFAN
EIA
ELECTRONIC INDUSTRIES ASSOCIATION
ELEV
ELEVATION
EM
EMERGENCY
EMT
ELECTRICAL METALLIC TUBING
ENCL
ENCLOSURE
EPM
ELECTRONIC POWER METER
EPO
EMERGENCY POWER OFF
EQUIP
EQUIPMENT
ETR
EXISTING TO REMAIN
EWC
ELECTRIC WATER COOLER
F
FUSE; DEGREES FAHRENHEIT
FA
FIRE ALARM
FAAP
FIRE ALARM ANNUNCIATOR PANEL
FACE
FIRE ALARM CONTROL PANEL
RED
FURNISHED BY OWNER
FC
FOOT-CANDLE
FURNISHED BY OWNER INSTALLED BY
FOIC
CONTRACTOR
FOIO
FURNISHED BY OWNER INSTALLED BY OWNER
RED
FIRE SMOKE DAMPER
G
GROUND
GB
GROUND FAULT CIRCUIT BREAKER
SIR
GROUND FAULT CIRCUIT INTERRUPTER
GFP
GROUND FAULT PROTECTION
GND
GROUND
ORB
GALVANIZED RIGID STEEL
SMFC
SURFACE -MOUNTED OPTICAL FIBER CABINET
ISO
INTERNATIONAL BUILDING CODE
SMR
SURFACE METAL RACEWAY
IC
INTERMEDIATE CROSS CONNECT
BONET
SYNCHRONOUS OPTICAL NETWORK
OF
INTERMEDIATE DISTRIBUTION FRAME
SP
SERVICE PROVIDER
IEEE
INSTITUTE OF ELECTRICAL AND ELECTRONIC
BED
SURGE PROTECTIVE DEVICE
ENGINEERS
SPEC
SPECIFICATIONS
IG
ISOLATED GROUND
BEST
SINGLE POLE SINGLE THROW
lmc
INTERMEDIATE METALLIC CONDUIT
ST
SHUNT TRIP
ISDN
INTEGRATED SERVICES DIGITAL NETWORK
STE
SHIELDED TWISTED PAIR
SVGA
SUPER VIDEO GRAPHICS ARRAY
i
JUNCTION
Sw
SWITCH
SWBD
SWITCHBOARD
K
KIRK KEY
KCMIL
THOUSAND CIRCULAR MILS
TBB
TELECOMMUNICATIONS BONDING BACKBONE
kVA
KILOVOLT AMPERE
TEL
TELEPHONE
KVAR
KILOVOLT AMPERE REACTIVE
TELCO
TELEPHONE COMPANY
kW
KILOWATT
TGB
TELECOMMUNICATIONS GROUNDING BUSBAR
TIA
TELECOMMUNICATIONS INDUSTRY ASSOCIATION
LAN
LOCAL AREA NETWORK
TELECOMMUNICATIONS MAIN GROUNDING
LCP
LIGHTING CONTROL PANEL
TMGB
BUSBAR
LEC
LOCAL EXCHANGE CARRIER
TP
TAMPERPROOF
LT
LIGHT
TR
TELECOMMUNICATIONS ROOM
LTG
LIGHTING
TTB
TELEPHONE TERMINAL BOARD
TV
TELEVISION
M
METER
TVSS
TRANSIENT VOLTAGE SURGE SUPPRESSION
MAN
METROPOLITAN AREA NETWORK
TYP
TYPICAL
M
METER
MAN
METROPOLITAN AREA NETWORK
UG
UNDERGROUND
MAX
MAXIMUM
UL
UNDERWRITERS LABORATORIES
Mc
MAIN CROSS CONNECT; METAL CLAD (CABLE)
JOIN
UNLESS OTHERWISE NOTED
MOB
MAIN CIRCUIT BREAKER
UPS
UNINTERRUPTIBLE POWER SUPPLY
MCC
MOTOR CONTROL CENTER
USB
UNIVERSAL SERIAL BUS
MDF
MAIN DISTRIBUTION FRAME
UTP
UNSHIELDED TWISTED PAIR
MDP
MAIN DISTRIBUTION PANEL
LIV
UNITVENTILATOR
MFR
MANUFACTURER
MH
MANHOLE
V
VOLTS
MIN
MINIMUM
VA
VOLTAMPERES
MILO
MAIN LUGS ONLY
VFD
VARIABLE FREQUENCY DRIVE
MIA
MULTIMODE
MPOE
MAIN POINT OF ENTRY
W
WATT; WIRE
MPOP
MAIN POINT OF PRESENCE
W/
WITH
MTD
MOUNTED
W/o
WITHOUT
MTS
MANUAL TRANSFER SWITCH
WA
WORKSTATION AREA
WAN
WIDE AREA NETWORK
(N)
NEW
WG
WIRE GUARD
N
NEUTRAL
WH
WATT HOUR METER
NAC
NOTIFICATION APPLIANCE CIRCUIT
WE
WEATHERPROOF
NEC
NATIONAL ELECTRICAL CODE
NEMA
NATIONAL ELECTRICAL MANUFACTURERS
XMFR
TRANSFORMER
ASSOCIATION
NIF
NON -FUSED
Y
WYE
NIC
NOT IN CONTRACT
NIL
NIGHT LIGHT
Z
IMPEDANCE
OFC
OPTICAL FIBER CABLE
OHL
OVERHEAD LINE
OIL
OVERLOAD
OS
OCCUPANCYSENSOR
OSP
OUTSIDE PLANT
p
POLE
PBX
PRIVATE BRANCH EXCHANGE
RE
POWER FACTOR
PH
PHASE
FIR
PASSIVE INFRARED
PIV
POST INDICATING VALVE
PNL
PANEL
RE
PATCH PANEL
PT
POTENTIAL TRANSFORMER
Pvc
POLYVINYL CHLORIDE
RC
ROOM CONTROLLER
ROE
REFLECTED CEILING PLAN
REC
RECEPTACLE
REF
REFER TO
REV
REVISION
RM
ROOM
RTRC
REINFORCED THERMORESETTING RESIN
CONDUIT
RU
RACK UNIT
HC
HORIZONTAL CROSS CONNECT
HID
HIGH INTENSITY DISCHARGE
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CITY OF
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CHELAN AVE NE
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ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
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COVER RATING
COVER LABEL
VAULT DIMENSIONS
(L X W X D)
NOTES
vi
V2
OLDCASTLE
444-EL
44-332P
MEDIUM DUTY H-20 OFF STREET
4�-()" X 4'-On X 4'-Gw
V3
OLDCASTLE
B1324 BOX
N1324-51JH
HEAVY DUTY: H-20 ROADWAY
ELECTRIC
29-112" X 18-3/4" X 12"
V4
OLDCASTLE
233-BL
23-2436P
MEDIUM DUTY: H-20 OFF STREET
ELECTRIC
3�80 X 2'-EP X 3-6"
V5
OLDCASTLE
TYPE-1
MEDIUM DUTY: H-20 OFF STREET
LT
22"Xl7"XlZ`
1
NOTES
1.
2.
3.
COORDINATE WITH CITY OF RENTON REQUIREMENTS STANDARDS 119,120.
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DATUM
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REVISION 4 a
NO, By DATE APPR al 4
SHEET NOTES:
1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.
2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,
LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF
EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO
COMMENCEMENT OF SITE WORK.
3. COORDINATE ELECTRICAL UTILITY SERVICE AND OFF -SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGY
PRIOR TO COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATION
REQUIREMENTS. CONTACT TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-2444303, TIN NGUyEN@PSE.COM FOR
ADDITIONAL REQUIREMENTS.
4. MINIMUM CONDUIT SIZE SHALL BE 1 INCH. MINIMUM CONDUCTOR SIZE SHALL BE #10 AING FOR BRANCH CIRCUIT WORK
SHOWN ON THIS SHEET.
5. PROVIDE #B AWG CONDUCTORS FOR LIGHTING BRANCH CIRCUIT WORK SHOWN ON THIS SHEET.
6. PROVIDE A WATER -TIGHT SEAL FOR EACH UNDERGROUND RACEWAY ENTERING THE ELECTRICAL ROOM AFTER
CONDUCTORS HAVE BEEN INSTALLED. REFER TO RACEWAY SPECIFICATION SECTION 260533 FOR ADDITIONAL
INFORMATION.
7. REFER TO ONE -LINE DIAGRAM ON SHEET E9.01 FOR ADDITIONAL INFORMATION.
B. ROUTE SITE LIGHTING CIRCUITS TO PANELS INDICATED VIA ASSOCIATED LIGHTING CONTROL PANELS. REFER TO E2
SERIES DRAWINGS FOR SITE LIGHTING CONTROL REQUIREMENTS. PROVIDE WIRING AND CONTROL DEVICE
FOR COMPLETE SYSTEM.
9. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.
10. PROVIDE CONCRETE BASE FOR SITE LIGHTING POLES. REFER TO DETAILS 1 AND 2, SHEET E7.03 FOR ADDITIONAL
INFORMATION.
11. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATION
SECTION 21 FOR ADDITIONAL INFORMATION.
12. PRIMARY CABLING IS PROVIDED BY UTILITY.
FLAG NOTES:
COORDINATE RECONINECTION OF EXISTING SERVICES TO REMAIN FROM DEMOLISHED UTILITY POLE
TO BE FED FROM NEW RELOCATED POLE -TOP TRANSFORMERNTILITY PRIMARY.
NEW CONDUCTORS PROVIDED BY UTILITY TO RECONNECT EXISTING SERVICES TO REMAIN.
MATERIAL SHALL BE FURNISHED AND INSTALLED BY UTILITY FROM EXISTING UTILITY POLE TO
SERVICE POINT. PROVIDE EXCAVATION, TRENCHING, AND BACKFILL REQUIRED BY UTILITY. SEE
ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION.
UTILITY SHALL PROVIDE REFEED OF PRIMARY SIDE OF EXISTING POLE -TOP TRANSFORMER.
COORDINATE FINAL LOCATION WITH LANDSCAPE.
T-419206
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CITY OF NEW ELEMENTARY NO. 16
PENTON CHELAN AVE NE
RENTON, WA 98059
Planning/Building/Public Works Dept. ELECTRICAL SITE PLAN
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2
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0.8
2.29
3.75
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Illuminance
Fc
3.85
7.8
1.0
3.85
7.80
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Illuminance
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Illuminance
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Illuminance
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I" 40'-Op' H 1 Is CITY OF NEW ELEMENTARY NO. 16
DOWN KSR RENTON CHELAN AVE NE
KSR RENTON, WA 98059
CH�01 ATMIL Planning/Building/Public Works Dept. SITE PHOTOMETRIC PLANS
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CHELAN
(E) UTILITY POLE-
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CATVANDPHONE 111, Tl
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VAULT TYPE
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COVER MODEL
COVER
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COVER LABEL
RISERS
NOTES
(LXWXD)
Tl
OLDCASTLE
"'ILLA,
�-332P
MEDIUM DUTY:
H-20 OFF STREET
CENTURYLINK
3X2'X3'
T2
OLDCASTLE
444-LA
44-332P
MEDIUM DUTY:
H-20 OFF STREET
COMCAST
N? ��
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T3
OLDCASTLE
"'ILLA
44-332P
MEDIUM DUTY:
H-20 OFF STREET
WAN
3' X 2� 3
T4
OLDCASTLE
233-LA
23-2436P
MEDIUM DUTY
H-20 OFF STREET
COMMUNICATIOW
SIX ZX 3'
NOTES
1.
PROVIDE CABLE RACKING
2.-
3.-
\-@(MOF)
NEW RENTON
ELEMENTARY
SCHCOL#16
E5
L- - - J L- - - -
DUVALL AVE. NE
IN
SHEET NOTES:
1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.
2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,
LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF
EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO
COMMENCEMENT OF SITE WORK.
2. REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICAL
EQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED ANDIOR ROUTED OUTSIDE OF TREE PROTECTION FENCE
BOUNDARIES.
3. INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPING
OF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT.
4. CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND AT
STREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING.
5. WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTER
BACKBONE DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONAL
INFORMATION.
6. COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TO
COMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICE
ENTRANCE.
7. COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOID
WATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS.
8. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.
9. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES.
FLAG NOTES:
PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPE
TO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCE
CONDUITS ARE AS FOLLOWS'
(1)4"CTELEPHONE
(1)4'C CATV
(1)4"C WAN
(1)4'C SPARE
PROVIDE 10'.0" GALVANIZED RIGID STEEL SERVICE ENTRANCE
RISER CONDUITS ON (E) UTILITY POLE WITH STANDOFF
BRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE AS
FOLLOWS:
(1)4"C TELEPHONE
(1)4"C CATV
(1)4'C WAN
(1)4"C SPARE
D�> PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE
(1)4"C TELECOMMUN ICATIONS W/ (3) 1" IN NERDUCTS
(1)4"C INTERCOM I CLOCK
(1)4"C SECURITY
(1)4"C SPARE
PROVIDE PENCELL PEM-12-12-PC GRADE LEVEL BURIED
HANDHOLE WITH MINIMUM 6"GRAVEL BASE. INSTALL PER
MANUFACTURER RECOMMENDATIONS.
PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE:
(2)2"C TELECOMMUN ICATIONS
FROM DIE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE:
(1)2"C TELECOMMUN ICATIONS
PROVIDE (1)1-C TO LIGHT POLE FOR FUTURE IF CAMERA.
COORDINATE LIGHT POLE TYPE AND LOCATION WITH
ELECTRICAL DRAWINGS.
I I �111� wn 'm
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VR DATUM
�01
VR IF NCYF � 1�
NO, REVISION BY DATE APPR vP�D .�
T-41921 0
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
cl)
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CITY OF NEW ELEMENTARY NO. 16 0
PENTON CHELAN AVE NE
RENTON, WA 98059
Planning/Building/Public Works Dept. TELECOM SITE PLAN
w
87 147 (L
cq
ii
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Lu
SHEET NOTES:
1 . REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.
2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,
LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF
EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO
COMMENCEMENT OF SITE WORK.
2. REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICAL
EQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED ANDIOR ROUTED OUTSIDE OF TREE PROTECTION FENCE
BOUNDARIES.
3. INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPING
OF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT.
4. CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND AT
STREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING.
5. WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTER
BACKBONE] DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONAL
INFORMATION.
6. COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TO
COMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICE
ENTRANCE.
7. COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOID
WATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS.
8. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.
9. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES.
FLAG NOTES:
PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPE
TO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCE
CONDUITS ARE AS FOLLOWS'
(1)4"CTELEPHONE
(1)4'C CATV
(1)4"C WAN
(1)4'C SPARE
PROVIDE 10'.0" GALVANIZED RIGID STEEL SERVICE ENTRANCE
RISER CONDUITS ON (E) UTILITY POLE WITH STANDOFF
BRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE AS
FOLLOWS:
(1)4"C TELEPHONE
(1)4"C CATV
(1)4'C WAN
(1)4"C SPARE
D�> PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE
(1)4"C TELECOMMUN ICATIONS W/ (3) 1" IN NERDUCTS
(1)4"C INTERCOM I CLOCK
(1)4"C SECURITY
(1)4"C SPARE
PROVIDE PENCELL PEMI GRADE LEVEL BURIED
HANDHOLE WITH MINIMUM 6"GRAVEL BASE. INSTALL PER
MANUFACTURER RECOMMENDATIONS.
PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE:
(2)2"C TELECOMMUN ICATIONS
FROM DIE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH
MULE TAPE AT 36" BELOW GRADE:
(1)2"C TELECOMMUN ICATIONS
PROVIDE (1)1-C TO LIGHT POLE FOR FUTURE IF CAMERA.
COORDINATE LIGHT POLE TYPE AND LOCATION WITH
ELECTRICAL DRAWINGS.
VAULTSCHEDULE
VAULT DIMENSIONS
VAULT TYPE
MANUFACTURER
VAULT MODEL
COVER MODEL
COVER
RATING
COVER LABEL
RISERS
NOTES
L X W X D)
Tl
OLDCASTLE
�-332P
MEDIUM DUTY:
H-20 OFF STREET
CENTURYLINK
3X2'X3'
T2
OLDCASTLE
444-LA
44-332P
MEDIUM DUTY:
H-20 OFF STREET
COMCAST
N? �X
T3
OLDCASTLE
44-332P
MEDIUM DUTY:
H-20 OFF STREET
WAN
3' X 2�
T4
OLDCASTLE
233-LA
23-2436P
MEDIUM DUTY
H-20 OFF STREET
COMMUNICATIOW
SIX ZX 3'
NOTES
1.
PROVIDE CABLE RACKING
2.
3.
I I �111� wn 'm
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VR
vl� I DATUM
�01 1 1
VR IF NCYF � 1�
NO, REVISION BY DATE APPR vP�D .�
CITY OF
RENTON
Planning/Building/Public Works Dept.
T-419211
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW ELEMENTARY NO. 16 04 MAR 2022
CHELAN AVE NE OIIs�E
RENTON, WA 98059 :Z�
TELECOM SITE PLAN I I E
88 147
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SERVICE POINT
(E) IN H iOLE
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APPLY TO
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1.
REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.
2.
COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32, LANDSCAPE
CONTRACTORS. COORDINATE WITH TREE PROTECTION PLAINS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES, CONFLICTS
SHAUL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF SITE WORK.
3.
COORDINATE ELECTRICAL UTILITY SERVICE AND OFF -SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGY PRIOR TO
COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATION REQUIREMENTS. CONTACT
TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-2444303, TIN.NGUYEN@PSE.COM FOR ADDITIONAL REQUIREMENTS,
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5.
REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATION SECTION 260543 FOR
ADDITIONAL INFORMATION.
6.
SEE SHEET CE1.02L FOR STREET FRONTAGE SERVICE BREAKER SCHEDULE, LUMINAIRE WIRING SCHEDULE, AND UUMINAIRE WIRING
DIAGRAM.
STREET LIGHTING NOTES:
1
THE CONTRACTOR SHALL ACQU IRE AN ELECTRICAL PERM IT FROM TH E CITYS BUILDING DEPARTMENT. THE ELECTRICAL PERMIT
SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
2.
UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, NOTIFY THE
BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT
TO THE METER BASE SO ELECTRICAL SERVICE CAN BE AUTHORIZED.
3.
COORDINATE POWER SOURCE AND SERVICE LOCATION WITH UTILITY.
4.
CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST 3 DAYS PRIOR TO COMMENCING EARTHWORK.
5.
SEE CITY OF RENTON MUNICIPAL CODE AND SECTION J ILLUMINATION DESIGN STANDARD$ FOR ADDITIONAL INFORMATION.
ITWO NUMBER 6'
COORDINATE FINAL LOCATION OF STREET LIGHTING LUMINAIRE WITH CIVILAND LANDSCAPE DRAWINGS. POLE SHALL BE CENTERED
IN CONCRETE HOUSEKEEPING PAD. CENTER OF POLE BASE SHALL BE 3'.00 FROM EDGE OF SIDEWALK AND 7'-0" FROM EDGE OF
DUVALL AVENUE.
B.
DURING CONSTRUCTION, EXISTING ILLUMINATION LEVELS SHALL BE MAINTAINED BY KEEPING THE EXISTING ILLUMINATION SYSTEM
OPERATIONAL, OR BY PROVIDING TEMPORARY LIGHTING.
7.
FOR ILLUMINATION SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION
MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423.
i FULL. I
NEED FOUNDATION DESI
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0
LUMINAIRE POLE SCHEDULE
UUM.POLE
POLE ID
STREET NAME
STATION
OFFSET
I-ATITUDE
LONGITUDE
MOUNTING
ARM LENGTH
INPUT
VOLTAGE
MANUFACTURER
MODEL SERIES
CO -LISTED FIXTURE
BASE TYPE
SERVICEI
NOTES
NO.
NUMBER
HEIGHT
WATTS
CIRCUIT
35'�"
4'4'
120
2M
CYCLONE LIGHTING
DOMIA PENDANT CY56PlA LED SERIES
KING LUMINAIRE - 031 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
N7+50A5
35.0'LT
19-6o
4-4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY66PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
35-4).
11Y-0.
120
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
(D
DUVALL AVE. NE
908+66.97
38.98' LT
lv�
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
N9+3&30
38.6)'LT
16-6'
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY66PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35-4).
11Y-0.
120
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
(D
DUVALL AVE. NE
909+86.66
38.63' LT
lv�
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
910+46.66
38.65, LT
16-6o
414)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY56PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35-4).
11Y-0.
120
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
911+06.66
38.68' LT
lv�
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
911+81.29
38.76' LT
19-6o
414)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY66PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35-4).
icr-0.
120
240
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
912+27.56
38.�' LT
lv�
4'4'
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
912+87.56
38.83' LT
19-6o
4-4p
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY66PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35'-0"
icr-0.
120
240
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
913+47.56
38.83' LT
lv�
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
914+0T56
38.87' LT
19-F
4-4p
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY56PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
351-01P
icr-0.
120
240
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
914+67.56
38.90' LT
16-61
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
915+2T56
38.93, LT
19-6o
414)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY56PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35'-0"
icr-0.
120
m
CYCLONE LIGHTING
DOMIA PENDANT CY55PIA LED SERIES
KING LUMINAIRE - K831 LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
915+87.56
38.96' LT
lv�
4'4)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
2
DUVALL AVE. NE
916+4T56 38.99' LT
19-6o
414)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY66PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
DUVALL AVE. NE
917+16.86
52.60' LT
35'-0"
41-011
40
240
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILLUM. A
-
35'�"
19-01
120
2M
CYCLONE LIGHTING
DOMIA PENDANT CY56PlA LED SERIES
KING LUMINAIRE - n3l LED SERIES
FIXED
ILLUM. A
1
DUVALL AVE. NE
918+49�57
34.33' LT
19-6o
414)"
m
2M
CYCLONE LIGHTING
DOMIA PENDANT CY55PlA LED SERIES
KING LUMINAIRE - K731 LED SERIES
FIXED
ILUUM.A
2
FLAG NOTES:
SEE CITY OF RENTON DETAIL 121, 11 7.1A, 117.2, AND 117.4 FOR
MORE INFORMATION.
SEE CITY OF RENTON DETAIL 117.1,117.3, AND 121 FOR MORE
INFORMATION.
SEE CITY OF RENTON DETAIL 122.1, AND 122.2 FOR MORE
INFORMATION.
SEE CITY OF RENTON DETAIL 119 AND 120 FOR MORE
INFORMATION.
MATERIAL FURNISHED AND INSTALLED BY UTILITY. PROVIDE
TRENCHING, BACKFILL, COMPACTION, AND RESTORATION.
PROVIDE &XTWORK PIT, 5-1/3 CUBIC YARD 6" CRUSHED ROCK
PER UTILITY STANDARDS. PROVIDE TRENCHING, BACKFILL,
COMPACTION, AND RESTORATION.
E> COORDINATE TERMINATION OF STREET LIGHTING SERVICE
SECONDARY CONDUCTORS WITHIN SECONDARY TERMINATION
VAULT WITH UTILITY.
LUMINAIRE POLE SCHEDULE NOTES:
GENERAL NOTE SEE SHEET CE1.02L FOR UUMINAIRE WIRING DIAGRAM.
1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE SEE DETAIL RENTON
STANDARD DETAIL 117.1.
2. FIXTURE ON SAME POLE AS ROADWAY FIXTURE. SEE DETAIL RENTON
STANDARD DETAIL 117.1.
1 40'-Op'
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04 MAR 2022
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CIRCUIT. ILLUM A
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DUVALL AVE HE
STREET FRONTAGE SERVICE
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
MAIN
2P-125A
ILLUM. A
2P-20A
20 AMP
ILLUM. B (SPARE)
2P-20A
20 AMP
GENERAL SHEET NOTES:
1 THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL
LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND
SPECIFICATIONS, CURRENT EDITION.
3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR
AS NECESSARY.
4� THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO
REQUESTED APPROVAL DATE.
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL THE
PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED
UTILITY AGENCIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY
THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE
7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE
ENGINEER.
8. CONTACT ERIC CUTSHALL TRANSPORTATION MANAGER FOR ASSET ID NUMBER AT 425-430-7423.
LUMINAIRE WIRING SCHEDULE
QUANTITY OF
PHASE
QUANTITY OF
NO.
RACEWAY CONDUIT SIZE
PHASE
CONDUCTOR
GROUNDSIZE
TRACERWIRES
CONDUCTORS
SIZE
2- SCHED. 40 PVC
2
#BAWG
#8 AWG
3- SCHEID. 40 PVC
3
AWG
2- SCHEID. 40 PVC (SPARE)
-
1
NOTE: SEE SHEET CEI.02 FOR LUMINAIRE WIRING LOCATIONS.
CALCULATION SUMMARY
CALCULATION AREA
MIN. LIGHT LEVEL (FC)
AVE. MAINTAINED (FC))
NIFORMITY RATIO (AVG.NIN.)
DUVALL AVE NE
0.50
1 1.69
1 3.31)
DUVALL AVE NE SIDEWALK
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1 1.06
1 2.65
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RENTON, WA 98059
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BEGIN DOUBLE CENTERLINE, 3.OP RT
HE IOTH STA. 32+33.0
INSTALL STOP BAR, 18.5' IT TO 3.0' RT
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PAVEMENT MARKING & SIGNAGE GENERAL NOTES
I. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR
SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION WORK.
2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF
0
RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION, AND THEN
CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
3. INSTALL ALL SIGNS IN CONCRETEIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN
NO. 129.
4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED
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VISIBILITY TO DRIVERS AND PEDESTRIANS.
5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE
BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS
MEASURED TO THE BOTTOM OF THE SIGN.
6. ALL THERMOPLASTIC SHALL CONTAIN JM WETIDRY ELEMENTS.
7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL
CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)
230-7423. Q�)
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DEMO SIGN NOTES (THIS SHEET ONLY)
PAVEMENT MARKING NOTES (THIS SHEET ONLY
(�f)REMOVE EXISTING RIO-15 MOD SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH
INSTALL THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127.
THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
INSTALL 16- THERMOPLASTIC STOP LINE, PER CITY OF RENTON STANDARD PLAN 128.
(1��)REMOVE EXISTING "NE IOTH ST" STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE
ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
INSTALL THERMOPLASTIC ARROW PER CITY Or RENTON STANDARD PLAN 109 At WSDOT STANDARD PLAN
Al
(��)REMOVE EXISTING "DUVALL AVE NE- STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF
INSTALL YELLOW DUAL FACED MOUNTABLE CURB PER WSDOT STANDARD PLAN r-10.64.
SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
REMOVE EXISTING PAVEMENT MARKING VIA MACHINE GRINDING OR SAND BLASTING AS NECESSARY.
(q�)REMOVE EXISTING Rl-1 SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE
TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
INSTALL YELLOW MMA DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10.
(��)REMOVE EXISTING RIO-6 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN
INSTALL WHITE Al WIDE LANE LINE PER WSDOT STANDARD PLAN M-20. 10.
OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
(q�)REMOVE EXISTING RIO-15 MOD SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE
RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
NEW SIGN NOTES (THIS SHEET ONLY)
(�!)REMOVE EXISTING Rl-1 SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE
(:Sj)
(S�) (�j) FURNISH AND INSTALL NEW S I - I SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129.
TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
(�j) FURNISH AND INSTALL NEW WlI-7PL SIGN BELOW SI-1 SIGN PER CITY OF RENTON STANDARD PLAN 129.
(�)REMOVE EXISTING RIO-6 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN
OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
RELOCATE SIGN NOTES (THIS SHEET ONLY)
(��)REMOVE EXISTING -NE IOTH ST" STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE
RELOCATE EXISTING SI-I SIGN AND INSTALL ON NEW POST TO NEW LOCATION PER CITY OF RENTON
ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
STANDARD PLAN 129.
(E�REMOVE EXISTING "DUVALL AVE NE- STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF
RELOCATE EXISTING W16-9P SIGN BELOW SI-I TO NEW LOCATION PER CITY OF RENTON STANDARD
SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
PLAN 129.
(IFDREMOVE EXISTING S3-2 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN OF
RELOCATE EXISTING FLASHER BEACON SIGN & TYPE FIR POLE TO NEW LOCATION. SEE SHEET TS-06
SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423.
FOR MORE DETAILS.
EXISTING SIGN NOTES (THIS SHEET ONLY)
(�Tj)EXISTING "MARTIN LUTHER KING BAPTIST CHURCH" CUSTOM SIGN AND POST TO REMAIN.
PROTECT DURING CONSTRUCTION.
(T�)EXISTING OBJECT MARKER OM3-L SIGN AND POST TO REMAIN. PROTECT DURING
CONSTRUCTION.
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Transportation Engin Bring orthWest 'Q
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Transportation Planning I Design I Bcffic Impact & Operations ST eN
11400 SE ft Sfireet. Suite 200. Bi WA 98004 ..." tt
Off ce (425) M9-6747 AL
Project Contact Trevor Tal P.E.
Phone: 425-25M865 NO. REVISION
SIGN LEGEND
REMOVE
REMOVE
R10-15 MOD
STREET NAME
SIGN
SIGN
(5i) (6�)
(�5�) (6�)
es
REMOVE
REMOVE
RI-1
RIO-6
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RELOCATE
WI6-9P
RELOCATE
SI-1
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VARTIN LUTHER KING
BAPTIST CHURCH
EXISTING EXISTING
CUSTOM SIGN OM3-L
NEW NEW
Si -I W16-7PL
(36"X36") (24-XI2-)
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REMOVE
STREET NAME
SIGN
REMOVE
S5-2
(ED
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SPEED
LIMIT
20
WHEN
FLASHING
RELOCATE
FLASHER BEACON
SIGN
(�D
CITY OF
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Planning/Building/Public Works Dept.
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SCALE IN FEET
LEGEND
PAVEMENT MARKING CONSTRUCTION NOTE
SIGNING CONSTRUCTION NOTE
NEWIRELOCATED LUMINAIRE A40UNTED SIGN
EXISTING LUMINAIRE MOUNTED SIGN
EXISTNG SIGN
IN NEW SIGNIRELOCATED SIGN
OVERLAYINEW PAVEMENT
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CHELAN AVE NE
RENTON, VIA 98059
PAVEMENT MARKINGS
SIGNAGE PLAN
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PAVEMENT MARKING & SIGNAGE GENERAL NOTES
DEMO SIGN NOTES (THIS SHEET ONLY)
SIGN LEGEND
1.
REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR
(�TT)REMOVE EXISTING S5-2 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL
SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION WORK.
COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE
2.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER
CITY OF
MANAGER 425-430-7423.
RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION,
CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
AND THEN
EXISTING SIGN NOTES (THIS SHEET ONLY)
10 40
3.
INSTALL ALL SIGNS IN CONCRETEIIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN
(ZI)EXISTING "YOUR SPEED- RADAR SIGN MOUNTED ON LUMINAIRE TO REMAIN. PROTECT
DURING CONSTRUCTION.
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NO. 129.
(!�)EXISTING SI-I SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING
EXISTING
0 20 60
EXISTING SCALE IN FEET
4.
CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED
RADAR SIGN
SI-I
Wl
VISIBILITY TO DRIVERS AND PEDESTRIANS.
(E�)EXISTING WII SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.
LEGEND
CE)
5.
UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE
(Kj)EXISTING OBJECT MARKER Ol SIGN AND POST TO REMAIN. PROTECT DURING
BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED
GRADE, AS
CONSTRUCTION,
SCHOOL
0 PAVEMENT MARKING CONSTRUCTION NOTE
MEASURED TO THE BOTTOM or THE SIGN.
(!�)EXISTING
Fr�
FLASHER BEACON AND SIGNS TO REMAIN. PROTECT DURING CONSTRUCTION.
SPEED
(:D SIGNING CONSTRUCTION NOTE
6.
ALL THERMOPLASTIC SHALL CONTAIN 3M WETIDRY ELEMENTS.
ri
LIMIT
F� NEWIRELOCATED LUMINAIRE MOUNTED
SIGN
7.
FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY or RENTON, CONTRACTOR
SHALL
CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL
AT (425)
20
EXISTING LUMINAIRE MOUNTED SIGN
230-7423.
EXISTING
REMOVE
Ol
S5-2 EXiSTNG SIGN
CKD
WHEN
FLASHING
CUT) III NEW SIGNIRELOCATED SIGN
EXISTING
OVERLAYINEW PAVEMENT
FLASHER BEACON
SIGN
C��EXISTING LUMINAIRE POLE
T-419218
R-419294
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NEW ELEMENTARY SCHOOL #16
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04 MAR
2022
CHELAN AVE NE
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Transportation Planning I Design I Traffic Impact & Opemi
IST e
RENTON
11�SEftS�eet.SuiteM.Belle�e.WA98W4
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RENTON, VIA 98059
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Off ce (425) M9-6747
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Plannirl Idin
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PAVEMENT MARKINGS
PM-02
Projeci Conrach Trevor Takao, P.E.
Phone: 425-25M865
NO. REVISION BY DATE APPRtwPE;�07 sa�
SIGNAGE PLAN
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SIGN LEGEND
EXISTING EXISTING EXISTING
STREET NAME STREET NAME STREET NAME
SIGN SIGN SIGN
(ii) ciD (:?D (iz) (TD
IM EXISTING 0
EXISTING STREET NAME EXISTING
R2-1 SIGN RI-1
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16.51
PAVEMENT MARKING NOTES (THIS SHEET ONLY
U1 INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10.
EXISTING SIGN
NOTES (THIS
SHEET
ONLY)
(IT)EXISTING -CHELAN PL
I STREET
NAME
SIGN AND
POST TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING -NE I OTH ST- STREET NAME SIGN AND POST TO REMAIN. PROTECT DURING
CONSTRUCTION.
(Xi)EXISTING "CHELAN CT NE" STREET NAME SIGN TO REMAIN. PROTECT DURING
CONSTRUCTION.
(��)EXISTING R2-1 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.
q�)EXJSTING "CHELAN AVE NE" STREET NAME SIGN AND POST TO REMAIN. PROTECT DURING
CONSTRUCTION.
(IDEXISTING RI —I SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.
19TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Opeemi
I 1� SE ft S�eet. Suite 200. Bellevue. WA 98004
Off ce (425) M9-6747
Project Contact Trevor Takara, PE.
Phone: 425-25M865
CITY OF RENTON GENERAL NOTES
1. ALL TRANSPORTATION INFRASTRUCTURE ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL
FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN
POSTS).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
J. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS
SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY
OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED OR REINSTALLED AT A LATER DATE DURING
CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS.
6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL
INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE
CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET
FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS.
S. WHEN TRAFFIC SIGNAL IS OPERATIONAL VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN
FUNCTIONAL. NEW PERMANENT�.TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL
PRIOR TO DESTROYING ANY EXI TING VEHICLE DETECTION.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS. OR ELECTRICAL TRANSPORTATION SYSTEMS ARE
NE IOTH ST
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PAVEMENT MARKING & SIGNAGE GENERAL NOTES
1. REA40VE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR
SHALL COORDINATE STRIPING REA40VAL WITH ASPHALT RESTORATION WORK.
2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATiON PER CITY OF
RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELiZATION, AND THEN
CONTACT CITY ENGINEER 48—HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
3. INSTALL ALL SIGNS IN CONCRETEIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN
NO. 129.
4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED
VISIBILITY TO DRIVERS AND PEDESTRIANS.
5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE
BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS
MEASURED TO THE BOTTOM OF THE SIGN.
6. ALL THERMOPLASTIC SHALL CONTAIN 3M WETIDRY ELEMENTS.
7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL
CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)
230-7423.
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SCALE IN FEET
LEGEND
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PAVEMENT MARKING CONSTRUCTION NOTE
SIGNING CONSTRUCTION NOTE
[4
NEWIRELOCATED LUA41NAIRE MOUNTED SIGN
_4
EXISTING LUMINAIRE MOUNTED SIGN
EXISTNG SIGN
NEW SIGNIRELOCATED SIGN
OVERLAY1 NEW PAVEMENT
,'--��EXISTING LUMINAIRE POLE
T-419219
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CITY OF
RENTON
Planning/Building/Public Works Dept.
NEW ELEMENTARY SCHOOL #16
CHELAN AVE NE
RENTON, WA 980%
PAVEMENT MARKINGS
SIGNAGE PLAN
04 MAR 2022
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CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET
C\I FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 40-FT MAST ARM. INSTALL THREE
C-) m SIGNAL LEGEND NOTE: THE CONTRACTOR SHALL COORDINATE WITH VE�fffff OE SIGNAL HEADS ONE STREET NAME SIGN
ERIC CUTSHALL (425)-430-7423 TO A T, ONE RIO-12A SIGN, ONE ITEMS VIDEO
TECTION CAMERA, 61NE GIRS PRECISION POSITONING ANTENNA AND ONE PRE-EMPTION
4 P_ !EVIEW AND DDEETECTOR ON THE MAST ARM. INSTALL ONE SI-I SIGN ONE W16-7PL SIGN AND ONE
EX NEW DESCRIPTION 2 4 9 P APPROVE ALL SIGNAL POLE LOCATIONS PRIOR TO RA CAMERA MODEL
S4 5 P_ EXTERNAL TERMINAL CABINET ON THE POLE. INSTALL ONE PY2 INFRARED SIQU 0
19211E x 110 JUNCTION BOX TYPE 1,2,8 FOUNDATION INSTALLATION. PD910 INCLUDING A SEPARATE POWER SUPPLY AND POWER CABLE ON LUMINAIRE. SEE POLE
EX R W) ICHEDULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH
__mw VEHICLE SIGNAL HEAD P AND INSTALL ONE CYCLONE DOMM 12OW LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER C)
CITY OF RENTON STD. PLAN 117.3.
-%-Ni PEDESTRIAN SIGNAL HEAD CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET 04
69 TS-04. FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 30-FT MAST ARM. INSTAL THREE
0 C� I r 4 VEHICLE SIGNAL HEADS ONE STREET NAME SIGN ONE RIO-12A SIGN ONE ITEMS VIDEO
I_> MAST ARM MOUNTED SIGN DETECTION CAMERA AND ONE PRE-EMPTION DETECTOR ON THE MAST ARAW. INSTALL ONE SI-I
11� LLJ 7 SIGN ONE W16-7 L SIGN AND ONE EXTERNAL TERA41NAL CABINET ON THE POLE. SEE POLE
EMERGENCY PRE-EMPTION S20 S1 r,
DETECTOR SCHbULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH
S 5zi 10 AND INSTALL ONE CYCLONE DOMM 12OW LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER
-04 VIDEO CAMERA W-w- CITY OF RENTON STD. PLAN 117.3.
9 9 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET
D LIJ TS-04. FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 40-FT MAST ARM. INSTALL THREE
z \ S5 8 VEHICLE SIGNAL HEADS6 ONE STREET NAME SIGN ONE RIO-12A SIGN ONE ITEMS VIDEO
-Alto PTZ CAMERA 4
W_ 1C 7 DETECTION CAMERA AN ONE PRE-EMPTION DETECYOR ON THE MAST ARAW. INSTALL ONE SI-I
w A 22 SIGN ONE W16-7 L SIGN AND ONE EXTERNAL TERMINAL CABINET ON THE POLE. SEE POLE
GPS OPTICOM ANTENNA W I + LJ P
S15 SCHbULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH
5
TYPE Ii SIGNAL POLE 3 AND INSTALL ONE CYCLONE DOMM 120W LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER
CITY OF RENTON STD. PLAN 117.3.
CIIIIII�:� SIGNAL POLE TYPE III S6 q CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE, SHEET
P
TS-04. FURNISH AND INSTALL TYPE It SIGNAL POLE WITH 25-FT MAST ARM WITH MINIMUM 10
S7 CIRCUMFERENTIAL CLEARANCE FROM OVERHEAD UTILITY LINES. INSTALL TWO VEHICLE SIGNAL
A PEDESTRIAN PUSHBUTTON HEADS ONE STREET NAME SIGN ONE RIO-12 SIGN, ONE ITERIS VIDEO DETECTION CAMERA,
NW CORNER DETAIL
A8 -F AND ONE PRE-EMPTION DETECTOR ON THE MAST ARM. INSTALL ONE SI-I SIGN ONE W16-7PL 0)
PS SIGNAL POLE 1:10 SCALE P P�p SIGN AND ONE EXTERNAL TERMINAL CABINET ON THE POLE. SEE POLE SCHEDULE ON SHEET
if TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT.
CA C:)
PPB SIGNAL POLE CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TYPE PS 0
S6 la
SI -G 6 POLE. RELOCATE ONE PEDESTRIAN SIGNAL HEAD FROM REMOVED HAWK SIGNAL POLE TO THE PS
UTILITY POLE G SIGNAL POLE AND ONE APS PUSHOUTTON FROM REMOVED TYPE PRO SIGNAL POLE TO THE PS
SERVICE BREAKER SCHEDULE I L �y SIGNAL POLE. PUSHOUTTON SHALL FACE SOUTH, PARALLEL WITH CROSSWALK. C%4
LUMiNAfRE POLE NEW SVC AT DUVALL AVE HE & NE IOTH ST 5 NE CORNER DETAIL CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS
o 1:10 SCALE POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON. PUSHBUTTON SHALL
CIRCUIT BREAKER CONTACTOR LE EMOUNTTON POLE, HALFWAY BETWEEN FAC
UTILITY POLE MOUNTED - S !1_=NA1RE ARM AND MAS-r ARM. SEE POLE SPEC E WEST, PARALLEL WITH CROSSWALK. IL
LUMINAIRE MAIN 2P-200 AMP --- S4 IS
S20 _.HEET FOR COMMENT ON A7rACHMENT ANGLE. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. IF FOUNDATION CONFLICTS WITH
_P_P_ L, 2 A 2" C EXISTING ILLUA41NATION JUNCTION BOX THE CONTRACTOR SHALL REMOVE AND REPLACE
- - - - - - - - - - CONDUITICONDUCTOR SIGNAL IP-40 AMP --- S21 P P S6 12 4CTION BOX IN A LOCATION BEHIND THE SIDEWALK THAT DOES NOT CONFLICT WITH
P P PROPOSED SIGNAL EQUIPMENT AND RECONNECT ALL CONDUITICONDUCTORS AS NECESSARY.
EED EE3 CONTROLLER CABINET CONTROL IP-15 AMP --- S3 FURNISH AND INSTALL TYPE PS POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS
P P EX RIN
P �_�! �� PUSHBUTTON. POSH13UTTON SHALL FACE WEST, PARALLEL WITH CROSSWALK.
SERVICE CABINET ITS IP-20 AMP --- G i=P THIS POLE CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS
HI m S2 51 - CONFLICTS WITH POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON. PUSHBUTTON SHALL
CONSTRUCTION NOTE ILLUM A 2P-20 AMP 30 AMP F -w-w w w wv w 4 v - - - - - - - - - EXISTING SERVICE FACE NORTH, PARALLEL WITH CROSSWALK.
0 ILLUM 0 (SPARE) 2P-20 AMP 30 AMP RIS 4 W�W�w_ CABINET CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS
SIGNAL POLE NUMBER ��W-w w w
0 _V�w- 11 � w w W�w, POLE WITH TWO PEDESTRIAN SIGNAL 14EADS AND TWO APS PUSHBUTTONS. PUSHBUTTONS SHALL or)
RRFB IP-30 AMP --- S6 BE INSTALLED WITH A SPEECH INFORMATION MESSAGE AS DIRECTED BY THE CITY OF RENTON. 00
A WIRE NOTE ss_ 3 71 0 PUSHBUTTONS SHALL FACE NORTH AND EAST, PARALLEL WITH CROSSWALKS. N
IP-20 AMP --- 3 1�t
SPARE _SS - CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. CONTRACTOR SHALL COORDINATE C:)
00+ C -SS I S CONSTRUCTION OF FOUNDATION TO AVOID UNDERMINING EXISTING UTILITY POLE FOUNDATION AND
SIGN NOTE SPARE IP-20 AMP --- ss-ss SHALL BRACE EXISTING UTILITY POLE DURING CONSTRUCTION, IF NECESSARY. FURNISH AND C I
0 ITE lilt INSTALL TYPE PS POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON.
NE 10TH ST 0 4
RELOCATE ONE PEDESTRIAN SIGNAL HEAD FROM REMOVED HAWK SIGNAL POLE TO T14E PS C\J
SIGN LEGEND Si SIGNAL POLE AND ONE APS PUSHBUTTON FROM REMOVED TYPE PPB SIGNAL POLE TO THE PS
Si SIGNAL POLE. PUSHBUTTON SHALL BE INSTALLED WITH A SPEECH INFORMATION MESSAGE AS
THERE IS A &TO 4" 519 Sl Sl DIRECTED BY THE CITY OF RENTON. PUS14BUTTONS SHALL FACE SOUTH AND EAST, PARALLEL 0
WITH CROSSWALKS.
C�DNEW STREET NAME SIGN SLOPE HERE. S4 REA40VE EXISTING TYPE PPB SIGNAL POLE AND FOUNDATION. FOUNDATION SHALL BE REMOVED
CLARIFYHOWWILL S S2
Duvall Ave IEE] (��)(APPROX. 108-XIS-) THIS BE F 1 14 48 CD TO A MINIMUM OF 24" BELOW SURFACE GRADE. RELOCATE EXISTING APS PUSHBUTTON TO NEW
CONSTRUCTED. S9 62 C5 v I I I /OLA Ex SIGNAL POLE. RETURN SALVAGED EQUIPMENT TO THE CITY OF RENTON.
NEW STREET NAME SIGN LIKELY NEEDS A SS Ss SS S S EXISTING LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION.
ss REA40VE EXISTING SERVICE, CONTROLLER CABINETS AND FOUNDATION. REMOVE AFTER PROPOSED
�S4 (APPROX. 84"XIS") WALL BEHIND IT. I
S3 wv SIGNAL SYSTEM IS OPERATIONAL. FOUNDATION SHALL BE REMOVED TO A MINIMUM OF 24"
RELOCATEINEW I S 2 BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF RENTON. CONTACT
B TRANSPORTATION MANAGER AT 425-430-7423 PRIOR TO CONTROLLER CABINET CONSTRUCTION.
SI-1
(36"X36") 2 S S 42
EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION.
3 HEAD TO SIGNAL POLE S5. RELOCATE EXISTING SI-I SIGN AND W16-7PL SIGN, SEE PAVEMENT
NEW A� S
RIO-12 REMOVE EXISTING HAWK SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL
(24"XJO")
MARKING AND SIGNAGE PLANS FOR MORE DETAILS. FOUNDATION SHALL BE REMOVED TO A
MINIMUM OF 24" BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF
S,
S19 RENTON.
49
RELOCATEINEW _�RIW
S THESE RAMP REMOVE EXISTING HAWK SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL
W16-7PL LANDINGS WILL HEAD TO SIGNAL POLE SID. RELOCATE EXISTING SI-I SIGN AND W16-7PL SIGN SEE
PAVEMENT MARKING AND SIGNAGE PLANS FOR MORE DETAILS. FOUNDATION SHALL BE REfMOVEO
CROSSWALK (24-XI2-) NEED TO BE TO A MINIMUM OF 24" BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF
STOP STOP PARTIALLY 4 S2 RENTON.
ON FLASHING RECONSTRUCTED CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.2. FURNISH AND INSTALL
ON RED RED �6� TO INSTALL THESE TS2-TYPE-I ITS P+ CA81NET SERVICE CABINET, AND UPS SYSTEM ON NEW FOUNDATION PER
0 IF NO PS POLES. CITY OF RENTON STANDARD OLANS 122.1 AND 122.2.
THEN PROCEED NEW
RIO-12A THISJBOXWILL POWER SOURCE LOCATION IS NOT KNOWN AT TIME OF PLAN PREPARATION. CONTRACTOR SHALL
S8 \fj COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE
REMOVE (24-XJO-) NEED TO BE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE SUBMIT ALL APPLICABLE PERMITS,
RIO-23 MOD SW CORNER DETAIL Ir
SE CORNER DETAIL RELOCATED TOO AND SHALL PAY ALL ASSOCIATED FEES. CONTRACTOR SHAL ASSUME 500-FT OF TRENCHING
(APPROX. 48"X24-) (E�) 1:10 SCALE 1:10 SCALE MAINTAIN EXISTING FOR BIDDING PURPOSES. PSE SHALL MAKE FINAL CONNECTION AND SET THE METER TO POWER
R1 ILLUMINATION SOURCE.
SIGNAL WIRING SCHEDULE PULL EXISTING FIBER BACK FROM EXISTING CONTROLLER TO EXISTING JUNCTION BOX ROUTE
NOTE: SEE CITY OF RENTON STANDA FOR MAST ARM CIRCUITS.
MOUNTED STREET NAME SIGN DETAIL RACEWAY VEH PED E. V. V CON ALLUM EXISTING FIBER THROUG14 NEW CONDUIT TO NEW SIGNAL CONTROLLER. IF SUFFICIENT §LACK IS
ZL CONDUIT HEAD HEAolpps PREMT. VIDEO FLASH RD PWR. ILLUM FIBER PULL GRND.* CONDUIT NOT AVAILABLE PULL OUT AND REPLACE EXISTING FIBER BACK TO EXISTING FIBER VAULT AT
SIZE 4C #8 72SMrO TAPE FILL FILL NORTHWEST C6RNER OF HE 12TH ST AND DUVALL AVE NE. ROUTE NEW FIBER THROUGH
6 (96w)
NO. 5C 5C 321aaz EXISTING CONDUIT TO NEW CONTROLLER AT NORTHEAST CORNER OF OF HE 10TH ST AND
DUVALL AVE NE. SPLICE EXISTING FIBER WITH NEW IN EXISTING FIBER VAULT. SEE
PHASE DIAGRAM SIGNAL DISPLAYS -1 _3 SCH40 �PVC 3 1 1 1 0.79 1.89 INTERCONNECT SCHEMATIC ON SHEET TS-03 FOR MORE DETAILS.
2 2" SCH40 PVC 2 1 0.42 0.86 EXISTING JUNCTION BOX TO REMAIN. IF EXISTING JUNCTION BOX CANNOT REMAIN DUE TO
3 3" SCHBO PVC 3 2 1 1 1 1.07 1.68 SIGNAL POLE CONSTRUCTION THEN REPLACE EXISTING JUNCTION BOX WITH NEW TYPE 2
3" SCHBO PVC SPARE I --- 1.68 JUNCTION 13OX NEAR THIS LOCATION BEHIND THE NEW SIDEWALK. INSTALL NEW JUNCTION BOX
WITH CONCRETE PAD PER CITY OF RENTON STANDARD PLANS 120.
4 3 "SCH40 PVC I I 1 1 0.40 1.89
3 SCHSO 'PVC 4 4 2 2 1 1.61 1 68 REA40VE EXISTING STREET LIGHT POLE AND LUMINAIRE. REMOVE EXISTING FOUNDATION TO A
5 3 �SCHSO pVC 1 1 0.12 MINIMUM 24- BELOW SURFACE GRADE. FILL AND COMPACT VOID. RETURN SALVAGED EQUIPMENT
6 2 SCH40 �PVC I 1 1 0.28 0.86 TO THE CITY OF RENTON.
7 3" SCH40 PVC 3 2 1 1 1 1 0.93 1.89 EXISTING JUNCTION BOX TO REMAIN. ADJUST JUNCTION BOX, AS NEEDED, TO ACCOMMODATE
8 _T5 �SCH40PVC 10 5 5 1 2.19 2.53 NEW IMPROVEMENTS.
3" SCH40 PVC 8 1 1 1.43 1.89
9 3 PSCH80 PVC 3 1 0.40 IN T-419220
10 2" SCH40 PVC 3 1 1 O�22 0.86 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
11 2" SCH40 PVC 1 0 74 0.86 R-419296
12 _2'SCH8O PVC EX I 1 1 0.74 7.15
13 2" SCH40 PVC EX I EX 1 1 0.74 1.32
14 2 SCH40 "PVC 2 1 1 0.42
15 3 SCH40 �PVC 4 1 1 0.70 9
VEHICLE MOVEMENT EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 10 40
FLASHING YELLOW ARROW
VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT % 0 20 60
SCALE IN FEET
PRE-EMPT 19TENW Wee "O� MAR 2022
A = 02 & 05, OLC (FYA) Transportation Engineering NorthWest 0% CITY F NEW ELEMENTARY SCHOOL #16
B = 04 & 07, OLD (FYA) Transpoilaflon PlannIN I Design I Tefflc Impact & Oreiations 0 CHELAN AVE NE
Project Contact: TrisvorTakam, P.E. Planning/Building/Public TRAFFIC SIGNAL PLAN
C = 06 & 01, OLA (FYA) D REN N HM- 9:7 147
D = 08 11 � SE ft Street Suite 200, Bellevue, WA 98004 AL Z VAIIIIIIII7 0 RENTON, WA WM
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Phone: 425-250-0865
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PEDESTRIAN MOVEMENT
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A = 02 & 05, OLC (FYA)
B = 04 & 07, OLD (FYA)
C = 06 & 01, OLA (FYA)
D = 08
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T-419221
IN COMPLIANCE
WITH
CITY
OF RENTON
STANDARDS
R-419297
AIIIIII CITY OF
%R)
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F N� ONE Planning/Building/Public Works Dept.
BY DATE APPR �RDMY
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04 MAR 2022
0
CHELAN AVE NE
RENTON, WA 98059
TRAFFIC SIGNAL WIRING
TS-02
DIAGRAM
w
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0
0
LLJ
NE IOTH ST & DUVALL AVE NE NW CORNER POLE DETAIL
EXISTING FENCE TYPE I V
POLE WII eS
H
9"X9" 9AS�E 24" FOUNDATION
PLAT E. PER WSDOT STD.
J-20.1 1.
EXISTING UTILITY POLE
MOUNTED LUMINAIRE,
UTILITY POLE IS 6" CLEAR ACK OF CURB
OF PROPOSED TYPE PS CE OF CURB
POLE FOUNDATION.
EX RIW
7" REACH
S4 '07.5' 1 0.
00 100
0' 0 �00
22.
CENTER OF
CROSSWALK
36" ROUND L -1
10.0' FOUNDATION
PER WSDOT STD.
J-26. 10.
CENTE r
C WALK
TYPE It SIGNAL POLE WIT14 0 15
18"Xis" BASE PLATE lk-�
SCALE IN FEET
I NE IOTH ST & DUVALL AVE NE - SIM CORNER POLE DETAIL I
24" FOUNDATION
WSDOT STD.
J-20.1 1.
TYPE PS
POLE WITH
9"X9" BASE
PLATE.
-FX —RI�W REACH\.
OF' CENTER OF CROSSWALK
ENT
000 00
00(T
000 0
0 0
0 00
0
4.. 0
CENTER OF CROSSWALK
EXISTING FENCE �
FACE OF CURB
BACK OF CURB 19*5'
TYPE III SIGNAL POLE WITH
18"XIS" BASE PLATE.
36" ROUND
FOUNDATION
PER WSDOT STD.
J-26.10.
r;In
FACE OF CURB
BACK OF CURB
0 5
SCALE IN FEET
uw- TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Opeemi
I 1� SE ft S�eet. Suite 200. Bellevue. WA 98004
Off ce (425) M9-6747
Project Conlach Trevor Takara, P.E.
Phone: 425-25M865
NE IOTH ST & DUVALL AVE NE - NE CORNER POLE DETAIL
36" ROUND
FOUNDATION
PER WSOOT STD.
J-26. 10.
CENTER Of
CROSSWALK
TY�E hill SIGNAL POLE WITH
T IS-XI8- BASE PLATE. EXISTING FENCE
14.0 ,
\q � . n A G" I
TYPE PS
40' POLE WITH 24" FOUNDATION
9"X9" BASE PER WSOOT STD.
PLATE. J-20. 11.
**t4
24 - FOUNDATIO
PER WSDOT STD.
j
20.11.
BACK OF CURB
FACE OF CURB
CENTER OF CROSSWALK
NE IOTH ST & DUVALL AVE NE - SE CORNER POLE DETAIL
CENTER OF DGE OF
24" FOUNDATION CROSSWALK VEMENT
PER WSDOT STD.
J-20. 11.
TYPE PS
POLE WITH
9"X9" BASE
PLATE.
1 7" REACH
7.0'
0
0 RWQ SCALE IN FEET
000000
" I , 0 , 00 o 00 0
0 00 TYPE PS
00 0 POLE Wi
FACE OF CURB 00000 T
9"X9"
BACK OF CURB 7.01 BASE
PLATE.
9.5,
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REAC
8.5'
24" FOUNDATIO
PER WSDOT S 36" ROUND S2
J-20. 11. FOUNDATION
PER WSDOT STD.
J-26.10.
1.5,
TYPE III SIGNAL POLE Will
18"X?8" BASE PLATE.
7.0'
00000 EX RIW
7-
CH
TYPE PS
POLE WITH
9"X9 BASE 0 5
PLATE.
SCALE IN FEET
POLEIPUSHBUTTON PLACEMENT NOTES
1. SIGNAL CONTRACTOR, CONCRETE CONTRACTOR, AND ASPHALT
CONTRACTOR SHALL COORDINATE TO ENSURE THAT THE
RELATIONSHIPS SHOWN BETWEEN THE SIGNAL POLE AND
DIMENSIONED ELEMENTS ARE MAINTAINED.
2. PEDESTRIAN PUSHBUTTON SHALL BE ORIENTED SUCH THAT
THE FACE or THE PUSHBUTTON IS PARALLEL WITH THE
CROSSWALK THAT IT SERVES.
3. SIGNAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL
CONFIRM THAT THE PUSHBUTTON IS NO GREATER THAN
10-INCHES HORIZONTAL CLEARANCE FROM ANY FACE OF
CURB OR VERTICAL OBSTRUCTION.
INTERCONNECT
SCHEMATIC
- DUVALL
AVE NE
Ex 72sMFO IN
Q)
EX CONDUIT
Ex
ONTROLLE
EX
EX 72S MFO IN
EX FIBER
CABINET
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EX CONDUIT
CA
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DUVALL AVE
NE
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CABINET
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EX 72SMF0 IN,
NEW
CONDUIT
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CHEDIMM DATUM
F N0T � l
NO. REVISION BY DATE APRRwn�D sa� =R)�y
T-419222
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CITY OF
RENTON
Planning/Building/Public Works Dept.
NEW ELEMENTARY SCHOOL #16
CHELAN AVE NE
RENTON, WA 98M
TRAFFIC SIGNAL POLE
PLACEMENT DETAIL
04 MAR 2022
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SIGNAL GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH WSDOT STANDARDS AND SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND ITS AMENDMENTS, WSDOT
STANDARD PLANS, CITY OF RENTON STANDARD PLANS, AND THE NATIONAL
ELECTRICAL CODE, ALL CURRENT AS OF THE APPROVAL DATE ON THESE
DOCUMENTS.
2. THE LOCATIONS OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
3. THE CONTRACTOR SHALL SUBMIT MATERIAL APPROVAL REQUESTS TO THE ENGINEER
AT THE EARLIEST POSSIBLE DATE.
4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE
CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE
COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES
THROUGHOUT THE PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND CITY OF
RENTON IMMEDIATELY UPON DAMAGE.
1.1
7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE
SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION.
S. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED.
9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS,
AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX.
10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS
FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS.
11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL
CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION.
12. POLES AND FIXTURES SHALL BE DECORATIVE AND PAINTED USING PAINT CODE
RAL9005TX.
THIS THICKENED EDGE DETAIL WILL BE REMOVED
1M FUTURE CITY STANDARD PLANS. CITY WILL
ERENCE WSDOT STANDARD PLAN _P26,1 SQ 1 FOR
:ATIONS WFITHN SIDEWALK. THIS PROJECT DOES N(
rE ANY TYPE II OR In SIGNAL POLES WTTHIN SIDEWAL
THE DETAIL DOES NOT APPLY.
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
UOCKW/SE
5 C1,
ATTACHME. TO
4t, FROM O. NT O
O ♦ p � 90'
TYPICAL E1 O C
SIGNAL ARM
ATTACHMENT ALL HANDHOLES
POINT AT 180'
0' + 180'
POLE ORIENTATION
ANGLE (P.O.A.I Eh24'
DEGREES CLOCKWISE p4 v
FROM OFFSET LINE TO P7W
0' POINT
0 BASE PLATE 0
R040W4Y P LOCATION STATION
ISIGNAL STANDARD DETAILSI
TI 9 9
I
0
I l i i l
ro ;
b
I
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TYPE PS
PED. HEAD
STANDARD
DocuSign Envelope ID: ADA0848440B84C5D-B9ED-E7OE51967ED2
POLE AND ALL RELATED HARDWAREI COMPONENTS SHALL BE LUMINAIRE. MOUNTING, SHROUD AND ARM PER-
PAINTED RAT 9005TX"JET BLACK' UNLESS OTHERWISE SPECIFIED STO PLANS 117.1 AND 117.3. LUMINAIRE ARM
BY CITY OF RENTON PUBLIC WORKS!TRANSPORTATION LENGTH PER DESIGN PLANS
ENGINEERING
GENERAL NOTES !
1. ALL
FFICC CONTROL
DEVICES(NT:AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM t
TRAFFIC CONTROL DEVICES SIGNAL
H) F
2. VISORS HALLAND BE ESTRIANPAINTED TRAFFIC
YELL W INSSHALL IDE
OF
IED SOR SHALL YELLOWVEHICLE
FIAT
SIGNAL HEAD TUNNEL 2 3
VISORS VEHICLE
EHI LESIG AL HEADTRAFFI BE
QUIPPED WITH
VISOR SHALL C PAINTED KNEES BLACK Z/" -
3. ALLVEWITHlINCH HEAOREFLDS SHALL BEE YELLOW
WITH 5 INCH BORDER FRONT THICKNESSPLATES
SHALLBUMBACK
PLATESWITH1INCHF BACK PLATES SHALL
YELLOW TAPE BRAFFIC FRONT OF BACK PLATES SHALL BE PAINTED
FLAT BLACK, BACK ANDPOPLATESSHALLBEPAINTEDTRAFFICYELLOW
4. BACKOF MASTL POLES ARM ANDPOLE MOUNTEDSIGNSOLTC AN D COVERS
MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK
5. SIGNAL FOUNDATION
INCSHALL
MATCHHOR BOLT GONERS
B. TOP OF FOLES ANDFOUDAIIONS SHALTOPL
OFCURB
QUIPPED WITH OR IDENTIFICATION
WHICHEVER IS HIGHEST
7,. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139
1 D 2 4 r 2 2 D
k J B5r r �`-J �j r
B2 d
B1 U 63 B B6 B7 89 B40 811
b D
VERTICAL CLEARANCE TO ROADWAY
NLQBV,ONTAL DISTA
MIN.
MAX.
TOP NE T )
_I
WIN-HEAD
ALL
40
45'
50'
53'-180'
$BECTIOR.H2"
16.5'
17.5
19.2'
209'
22.0'
4 SECTION II'
16.5'
17.0'
180'
197'
20.8'
a
POLE AND MAST ARM PER.
MANUFACTURER'S PLANS ',OR
MANUFACTURER'S PLANS SHALL
BE SIGNED AND STAMPED BY A
WASHINGTON STATE LICENSED e
STRUCTURAL ENGINEER.
MEASURED FROM B070M OF SIGNAL HEAD HOUSING TO OF ROADWAY
THICKENED EDGE FOR FOUNDATIONS LOCATED AT THIN SIDEWALK:
ANCHOR BOLT$ PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMO SIDEWALK
THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS AT LEAST TWO FULL EADS.
SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY B T
TO ACCOMMODATE ANCHOR BOLT COVER
Y" MINIMUM SPACE BETWEEN BOTTOM'OF.HEAVV-HEX NUT AND CONCRETE - r
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45,_
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
CURB OR EDGE OF. SHOULDER __.
I LIMITS OF VERTICAL CLEARANCE REQUIREMENTS
NOTES TYPE11, Iff &ISO SIGNAL STANDARDS
O1 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 .LEGEND
SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY
MOUNTING COUPLING INSTALtEDATOFFSET INDICATEDIN PI ANS.
d. MAST ARM MOUNTED SIGN
O FIELD INSTALLED. c. STREET NAME SIGN
O LOCATION SHALL BE APPROVED By CITY OF RENTON PUBLIC. d. PREEMPT DETECTOR
WORKSRRANSPORTATION ENGINEERING PRIOR TO INSTALLATION.
O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND a' POST MOUNTED SIGN
LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE I. LUMINAIRE
DOES NOT EXIST
tY o4 TYPE II, III, & SD SIGNAL POLE
PUBLIC WORKS ELEVATION
�FNTO2
DEPARTMENT
SIGNAL STANDARD DETAIL CHART
STD.
NO.
O
REFERENCE
ROADWAY
FIELD LOCATION(6)
TYPE
MT.
HT.
MT.
HT.
MAST
ARM
SIGNAL MAST ARM
DATA
LUMINAIRE
ARM(R) POLE ATTACHMENT POINT ANGLES (DEG)
FOUNDATION
DEPTHS(FT) 2
REMARKS
OFFSET
DISTANCE (IT) NO (POLE Q TO ATTACHMENT
POINT)
WINDLOAD
AREAS
IT X
Y
(XKKKZ)
STATION
OFFSET
LT.U..P.O.A.
At
A2
By
82
83
B4
95
86
B]
B9
Bic
Bit
BT
92
B3
B4
B6
B]
B9
BIG
BIT
TOTAL(FT'3
C
I D
I E1
F1
F2
Of
52
H
It
12
3' RD.3'
SO4'
RD.
S7
DUVALL AVE
16+47.5
40.5'
X
0'
111
21
35
40'
39.5'
36.5'
28.5'
25.5'
17.5'
8.0,
11.6
5.0
9.2
9.2
10.5
1,648
8
ISO
15'
10'
10'
FDN PER WSDOT J-26. 10
52
NE IOTH ST
31+21.0
21.5'
X
0'
HI
21
35
30'
26.5'
23.5'
18.5'
13.5,
10.0'
05'
11.6
5.0
9.2
9.2
13.5
1,248
8
180
11'
9'
9'
FDN PER WSDOT J-26. 10
S3
DUVALL AVE
15+57.0
40.5'X
0'
111
21
35
40'
39.5'
36.5'
28.5'
25.5'
17.5'
7.0'
11.6
5.0
9.2
9.2
10.5
1,638
8
180
15'
10'
10'
FDN PER WSDOT J-26. 10
S4
NE IOTH ST
32+46.0
26.0'
X
0'
It
21
25'
18.0'
21.0'
10.0'
13.0,
5.0'
9.2
5.0
9.2
13.5
931
180
11'
9'
9'
FDN PER WSDOT J-26. 10
S5
DUVALL AVE
16+36.5
43.0'
X
PS
(O
270
FDN PER WSDOT J-20. 11
S6
HE IOTH ST
31+27.0
24.5'
X
PS
(1)
90
FDN PER WSDOT J-20. 11
S7
NE IOTH ST
31+28.5
19.0'
X
PS
(1)
270
FDN PER WSDOT J-20. 11
58
DUVALL AVE
IS+67.0
4-5'
X
PS
(D
90
FDN PER WSDOT J-20. 11
59
DUVALL AVE
15+73.0
43.0'
X
PS
180
270
0
90
FDN PER WSDOT J-20.11
510
DUVALL AVE
1 16+32.0
44.5'
X
I
I
I
I
I
I
I
I
I
I
I
1
1
180
270
1 0
90
1
1
1
FDN PER WSDOT J-20. 11
(1) NOT APPLICABLE, PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT.
(2) FOUNDATION DEPTHS ARE BASED ON AN ASSUMED 1,000 ESE ALLOWABLE LATERAL BEARING PRESSURE PER WSDOT STANDARD PLAN J-26.10. PROJECT GEOTECHNICAL ENGINEER IN THE PROCESS OF OBTAINING BORINGS TO CONFIRM ASSUMPTIONS AT TIME OF RESUBMITTAL. FINAL
LATERAL BEARING PRESSURE RECOMMENDATION TO BE UPDATED WITH APPROVAL SUBMITTAL.
(3) CALCULATED WINDLOAD FOR SIGNAL ARM PLUS AN ADDITIONAL 500 FT'3 FOR FUTURE UNKNOWN CONDITIONS.
(4) VEHICLE SIGNAL HEADS SHALL USE TYPE "L" MOUNT PER THIS SHEET.
1TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact 80pemtiom
I NIX SE B0 Street. Suite 200. Bellevue. WA 98W4
Off ice(425)889-6747
Project Contact: Trevor Takara, P.E.
Phone: 425-25M865
NXo i
No lowl"I
Dwm
man III DATUM
NO. REVISION BY DATE APPR wo o. sa® =Ro,Xa.
OCITY OF
RENTON
Planning/Building/Public Works Dept.
T-419223
0
FOUNDATION PER
WSDOT STANDARD
g.
PEDESTRIAN DISPLAY
PLAN J-26.10 AND
12615. SPECIAL
'd.
TERMINALCABINET
DESIGN REQUIRED
IF ALLOWABLE
i.
APS'PUSH BUTTON
LATERAL BEARING
I..
HANDHOLE
PRESSURE IS LESS
k.
VIDEO DETECTION CAMERA
THAN 1000 PER OR
-
AS NOTED IN
1.
PTZCAM€RA
WSDOTSTANDARD
PLANS
Chan/5/2020I 12
DATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHELAN AVE NE
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TRAFFIC SIGNAL POLE
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TS-04
SCHEDULE
d
or 100 ° 147
nu4nl
= JU.0
ARM LENGTH
= 10.0'
LAMP = 45W LED
INITIAL LUMENS
= 6,000
FIXTURE =
GE ERLI
DISTRIBUTION =
TYPE 3
LLF
= 0.85
HI = Z0.U-
ARM LENGTH = 5.0'
LAMP = 45W LED
INITIAL LUMENS = 6,114
FIXTURE = AEL ATBO
DISTRIBUTION = TYPE 3
LLF = 0.85
EX
NE 10TH STio
b.9
EX R/W
Ht1UH1 = oa.D
ARM LENGTH = 8.0'
LAMP = 120W LED
INITIAL LUMENS = 14,342
FIXTURE = CYCLONE DOMIA CY55PIA
DISTRIBUTION = TYPE 3
LLF = 0.85
fTENW
Transportation Engineering NorthWest
Tmnsportalon eanning I Design I Trafflc Impact a apemtlons
I I"SE ft Sheet, Suite HID, Bellevue, WA 981
office 1425180-e747
Project Contact: Trevor Takaro, P.E.
Phone: 425-250-0865
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PROPOSED SIGNAL POLE MOUNTED LUMINAIRE
HEIGHT = 35.0'
ARM LENGTH = 8.0'
LAMP = 120W LED
INITIAL LUMENS = 14,342
FIXTURE = CYCLONE DOMIA CY55PIA
DISTRIBUTION = TYPE 3
LLF = 0.85
00+1E
EX R/W
EX R/W
HEIGHT = 35.0'
ARM LENGTH =
8.0'
LAMP = 120W
LED
INITIAL LUMENS
= 14,342
FIXTURE = CYCLONE DOMIA CY55PIA
DISTRIBUTION =
TYPE 3
LLF = 0.85
EX
NEW
DESCRIPTION
TYPE It SIGNAL POLE
CAII: �
SIGNAL POLE TYPE 111
PEDESTRIAN PUSHBUTTON
O
PS SIGNAL POLE
i
PPB SIGNAL POLE
UTILITY POLE
LUMINAIRE POLE
M
UTILITY POLE MOUNTED
LUMINAIRE
OSIGNAL
POLE NUMBER
N
i
0
40
0
20
60
SCALE IN FEET
am a 'M' 171%1 CITY OF
RENTON
man DATUM
Planning/Building/Public Works Dept.
r NM
NO. REVISION BY DATE APPR a mwoixxr
CALCULATION SUMMARY
TARGEACTUAL
DESIGN CRITERIA
MIN. AVG.
MAX.
CALCULATION AREA
MAINTAINED
UNIFORMITY
(FC)
RATIO
(AVG. /MIN.)
DUVALL AVE NENE
1.50
4.00:1
fOTH S7 INTERSECTION
(PRINCIPAL ARTERIAL
INTERSECTION)
2.08
2.31:1
T-419224
R-4192100
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NEW ELEMENTARY SCHOOL #16
CHELAN AVE NE
04 MAR 2022
0
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"°
RENTON, WA 98059
NE 10TH ST/DUVALL
PHOTOMETRIC CALCULATIONS
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TS-05
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SIGN LAYOUT
FLASHING
BEACON
TH
BLACK
sox BACKPLATE
SPEED
LIMIT
LIMB $$-1
20 24"x48"
i�
*IF APPLICABLE, SOLAR PANEL
ORIENTATION TO BE ADJUSTED PER
MANUFACTURERS RECOMMENDATIONS.
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�200' FROM IN ER ECTION
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LEGEND
EXIST. NEW
DESCRIPTION
FLASHING BEACON
H
POLE MOUNTED SIGN
O
TYPE FB POLE
O
POLE STANDARD NUMBER
F
NEW SIGNIRELOCATED SIGN
SIGNING CONSTRUCTION NOTE
®
SERVICE CABINET
-----
CONDUITICONDUCTOR
m
JUNCTION BOX TYPE 1,2,8
FBI
W—
NE 10TH ST
D p
II
N
3
3
III
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,415' —FROM INTERS
SID
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a
SIGNAL CONSTRUCTION NOTES (THIS SHEET CONSTRUCTION NOTES (THIS SHEET ONLY)
CONSTRUCT FOUNDATION APPROXIMATELY 415' FROM THE CHELAN AVE NE At HE LOTH ST INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION
SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD
PLAN J-21.16 WITH ONE FLASHING BEACON N T W IN —1 I THIS AND ONE MU CD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (SS ) ON POLE PER SIGN LAYOUT DETAIL, . S
SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON.
CONSTRUCT FOUNDATION APPROXIMATELY 210' FROM THE CHELAN AVE HE At NE 10TH S7 INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION
B2 SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD
PLAN J-21.16 WITH ONE FLASHING BEACON, AND ONE MUTCD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (S5-1) ON POLE PER SIGN LAYOUT DETAIL, THIS
SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON.
Oi SEE TRAFFIC SIGNAL PLAN, SHEET TS-01, FOR ADDITIONAL WIRING DETAILS.
OINSTALL NEW CONDUIT AND CONDUCTORS TO EXISTING SERVICE CABINET. IF NO BREAKER IS AVAILABLE FOR THE FLASHER BEACON, CONTRACTOR SHALL
INSTALL A NEW BREAKER INSIDE THE EXISTING SERVICE CABINET.
1TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Opemlions
11,IX SE B0 Street. Suite 200. Bellevue. WA 98004
Office (425)M9-6747
Project Contact: Trevor Takara, P.E.
Phone: 425-250-0865
NO.
REVISION
NEW SIGN NOTES (THIS SHEET ONLY)
Si INSTALL ONE (1) NEW 14"X30" S5-2 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129.
S2 INSTALL ONE (1) NEW 28'k48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET.
53 INSTALL ONE (1) NEW 28"x48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET.
S4 INSTALL ONE (1) NEW 36"X36" Si-i SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129.
S5 INSTALL ONE (1) NEW 24"X12" W16-9P SIGN BELOW SIGN S4 PER CITY OF RENTON STANDARD PLAN 129.
SIGNAL GENERAL NOTES
1. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
2. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY
IMMEDIATELY UPON DAMAGE.
4. SEE ACCOMPANYING PROJECT SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. THE PROJECT SPECIAL PROVISIONS SHALL BE CONSIDERED
PART OF THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT SPECIAL PROVISIONS AT THE JOBSITE AT ALL TIMES.
5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST
AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS PER CITY OF RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS, AND THEN
CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
7. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129.
8. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS AND PEDESTRIANS.
9. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST
SIGN SHALL BE 7 ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN.
10. FOR ALL SIGNAL COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC
CUTSHALL AT (425)430-7423. 3 W 3 Z
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SIGNAL WIRING SCHEDULE (THIS SHNE
ACEWAY
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FLASH
4C
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CON
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SCH80 PVC
1
1
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SCH40 PVC
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BY DATE APPR P�em: sam =Ro,.a.
SIGN LEGEND
SCHOOL
ZONE SPEED
ZONE LIMIT S5�
(24"x48")
NEW NEW
S5-2 52 Si-1
24"X30" WHEN S3 36"X36"
Si FLASHING(Si)
AHEAD
NEW
Wi6-9P
24"X12"
SEE SHEET TS-07
FOR FLASHER BEACONS
ON DUVALL AVE HE AND
EAST LEG OF INTERSECTION
I I M I I .1 I■,11nIIry1I II r I
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10 40
0 20 60
SCALE IN FEET
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CITY OF
NEW ELEMENTARY SCHOOL #16
epic
04 MAR 2022
U
0
RENTON
O
Planning/Building/Public Works Dept.
RENTON, WA 98059 CHELAN AVE NE
FLASHING BEACON PLAN
o
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TS-06
NE 10TH ST
d
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N
N
SEE SHEET TS-06
FOR FLASHER BEACONS
ALONG NE 10TH ST
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17+00 18+00 DtTUU
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al y130 FROM INTERSECTION SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY
CONSTRUCT FOUNDATION AT APPROXIMATELY DUVALL STA. 26+87.0 PER WSDOT STANDARD PLAN J-21.10. LOCATION SHALL BE FIELD VERIFIED BY CITY OF
3 QRENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. RELOCATE EXISTING FB POLE, EXISTING FLASHING BEACONS, AND EXISTING SIGNS TO NEW LOCATION
PER WSDOT STANDARD PLAN J-21.16. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING
19 OF FLASHING BEACON.
FURNISH AND INSTALL ONE FLASHING BEACON AND ONE MUTCD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (S5-1) ON EXISTING LUMINAIRE POLE PER SIGN
911�
3B LAYOUT DETAIL, SHEET TS-O6. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING
OF FLASHING BEACON.
ORELOCATE EXISTING TYPE FB POLE, EXISTING FLASHING BEACON, AND EXISTING SIGNS TO NEW LOCATION. SEE FBI CONSTRUCTION NOTE. REMOVE EXISTING
FOUNDATION TO 24" BELOW FINISHED SURFACE GRADE. FILL AND COMPACT VOID.
S1 INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX.
O3 SEE TRAFFIC SIGNAL PLAN, SHEET TS-01, FOR ADDITIONAL WIRING DETAILS.
O4 EXISTING TYPE FB POLE, FLASHER, AND SIGNS TO REMAIN.
SIGNAL WIRING SCHEDULE (THIS SHEET ONLY)
RACEWAY
CONDUIT
SIZE
ILLUM.
IFS
FLASH
dC
GRND.*
CONDUIT
FILL
ALLOW.
FILL
NO.
I
2" SCH80 PVC
1
1
O.Sd
1.89
2
EX 2
1
1
0.54
1.69
3
EX 2
EX 2
1
1
0.65
1.89
EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER
THAN THE LARGEST WIRE SIZE IN THE CONDUIT.
1ST OF THE EXISTING LUMINAIRE POLE FOR SCHOOL BEACON. NEW CONDUIT
E CONNECTED TO EXISTING JUNCTION BOX AND WIRING CAN ST Ti- USE
NG CONDUIT.
uTENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact& 0pemlions
I14 SE Bih Street. Suite 200. Bellevue. WA 98W4
Off ice(425)W9-6747
Project Contact: Trevor Takao, P.E.
Phone: 425-2510865
NO.
REVISION
WW
SIGN LEGEND
SCHOOL
700L
SCHOOL
SPEED
SPEED
SPEED
HE
LIMIT
LIMIT
LIMIT
20
20
255
2
W
(24"X30")
5NEW
1
(36"X36")
WHEN
WHEN
WHEN
S2
FLASHING
FLASHING
FLASHING
53
RELOCATE
EXISTING
NEW
AHEAD
FLASHER BEACON
FLASHER BEACON S5-1
NEW
SIGN
SIGN
(24"Xd8")
WI6-9P
R1
E1
S
24"X12"
54
RELOCATE SIGN NOTES (THIS SHEET SIGN NOTES (THIS SHEET ONLY)
R7 RELOCATE EXISTING FLASHER BEACON SIGN AND INSTALL ON RELOCATED TYPE FB POLE
AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129.
EXISTING SIGN NOTES (THIS SHEET SIGN NOTES (THIS SHEET ONLY)
E7 EXISTING FLASHER BEACON SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.
NEW SIGN NOTES (THIS SHEET ONLY
51 INSTALL ONE (1) NEW 28"X48" S5-1 SIGN ON EXISTING LIGHT POLE PER SIGN LAYOUT DETAIL, SHEET TS-06.
52 INSTALL ONE (1) NEW 24"X30" S5-2 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129.
53 INSTALL ONE (1) NEW 36"X36" SI-1 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129.
(]SD INSTALL ONE (1) NEW 24"X12" W16-9P SIGN BELOW SIGN S3 PER CITY OF RENTON STANDARD
PLAN
s.e wiown me«, IsCITYOF
RENTON
man III Planning/Building/Public Works Dept.
BY DATE APPR scue ,0XgDn ,. DATUM
W W
I
W—W—µ-
501
10 40
0 20 60
SCALE IN FEET
LEGEND
EXIST. NEW
DESCRIPTION
FLASHING BEACON
H
POLE MOUNTED SIGN
O
TYPE FB POLE
O
POLE STANDARD NUMBER
F
NEW SIGN/RELOCATED SIGN
SIGNING CONSTRUCTION NOTE
LUMINAIRE POLE
-----
CONDUIT/CONDUCTOR
m10
JUNCTION BOX TYPE 1,2,8
T-419226
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NEW ELEMENTARY SCHOOL #16
as MAR 2022
v0
CHELAN AVE NE
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RENTON, WA 98059
FLASHING BEACON PLAN
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NE 10TH ST
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