HomeMy WebLinkAboutR-409150N
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PA N SPEC Ca ONS ----1
A ! A UV L 'M. V:N RE A\D POLE
R__ATED PARTS S. A_'_ 9= FACTORY
P3V A\D POWDER COA__D^
RA 9�05:X %ET BLA,
PRESTIGE SERIES (GY17T4) ED
POST -TOP LUMINAIRE' (WATTAGE
PER PLANS, 4,OOOK CCT, ?20-277V
UNIVERSAL DRIVER, WITH VS3AR 2" CONDUIT UN
111111 ACRYLIC LENS) BY CYCLONE STATED OTHER%
(OR APPROVED EQUAL), DRIVER PLANS
9HA1I BE INTEGRAL TO THE
llt ! fi t�
FIX?JRE.
ERMINAL BLOCK LOCATED IN THE
FIXTURE
FOR STREET LIGHT
STANDARD DECAL
NUMBERING DETAIL.
REFER TO CITY OF
RENTON STD PLAN 121
14'--0" FLUTED SHAPE, 5" DIAMETER,
S1RAG141 Ai MiNUM POLE
(SD15 -14-B046--RAi.9005TX-TN43?
BY CYC'_.ONE (OR APPROVED EQUAL)
INSTALL GROUT.
PROVIDE 1/2" DIA DRAIN
TUBE THROUGH GROUT.
2" 6" HANDHOUE
DECORAi1V? ALJM NUM CLAMSHELL
BASE COVER BD46 BY CYCLONE
(OR APPROVED EOUA.)
SEE POLE BASE
CETNII THIS
SHEc:1
BASE. COVER
`- FOR FOUNDATION DETAILS,
SEE THIS SHEET
POLE ELEVATION
PUBLIC WORKS
DEPART1 MENT
� O
I�
Call 2 Working Days Before You Dig
811
Jtilities Underground Location Cente
(ID,MT,ND,OR,WA)
ANCHOR BOLT
---- (4) OVA_. SLOTS
m -
\1o'
BASE PLATE DETA-
8 - #5 BARS,
EVENLY SPACED
CEN'TR CONDUIT
IN FOUNDATION
901 T CIRCLE (DIA PER
BASE PLATE DETAIL,
THIS SHEET)
#4 HOOPS 0 12"
FOUNDATION SE"TiON
2" CONDUIT UNLESS - - _- ------ GROUND POLE TO
STATED OTHERWISE ON FOUNDATION
PLANS
m�
3/4" CHAMFER (tYP) --
V6° MIN BELOW ---
GROUND.
21--0" MIN UNDER
PAVEMENT
I.
EXTEND THE CONDUIT
6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY
BACKFILL
#4 HOOPS @ 12" ----- '�~
8 .. #;y BARS,
EVENLY SPACED
2 1/2" CLR
U
— 3" MIN. BOLT d
PROJECTION
FOUNDA'ICfv DE`A.II.
I
P.
7/8" DIA HOE
1/4" STEEL PLATE
...,__.._ BOLT CIRCLE (DIA
",1
PER BASE PLATE
DETA.., THIS SHEET)
ANCHOR ROi_ IE:MP ArE: DETAIL
PULE BASE DETAIL
._.-�
TOP OF FOiNDA11r;N
ANCHOR BOLT, 4 TOTAL,
3/4" DIA (IYP) I
E i, OI N
3/4" HEX NUTS, STEEL (6
REO') PER ANCHOR BOLT), ;I
FLAT WASHERS !6 RE(YD PER I
ANCHOR BOLT)
ANNOR BOLT ASSEVBLY DETA
FOUNDATION DETAILS
NOTE: NO SONATUBE ALLOWED
FOR FOUNDATION CONSTRUCTION
NEIGHE30RHOGD SREET T
PcDESTR AN L_UM NAIREE
EIX 1-UREE AND POLE DE -TA L_S
STD. PLAN-
1161
.
PROVED:
P .dT
$,
UAL_
Taff
NORTHWEST �X
Tf2AFF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
Ln
FOR STD PLAN 117.1
_ ,'jr4" TO, 2"
`
}
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50° F OR
ABOVE
CURB
TRAFFIC
FLOW
PLAN VIEW
FOR STD PLAN 116.1,117.2,117.4
I�I�I�IIMI�y
WATTAGE
j ti�Y o S_T..F� E_T ._IGHT S TA NIEDARD STD. PLAN- 1z1
* PUBLIC WORKS DrCA_.. NI ,1B"RING SYSTEM �A PROV' -
DEPARTMENT :
1 REVISED PER COR REDLINES
NO. REVISION
SURVEYED: SCALE:
DESIGNED: AS NOTED
VJG
VJG 6/14/21 LDH DRAWN. VJG
VJG 6 2 LDH CHECKED:
—1 LDH
BY DATE APPR I APPROVED:
LDH
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
GENERAL NOTES:
1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES 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 AND THEN 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.
8. WHEN THE 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 EXISTING VEHICLE DETECTION.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
sex", TRANSPORTATION NOTESSTD. PLAN - 135
PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1 4
DATE
C TY OF
RENTON
Planning/Building/Public Works Dept.
T-409104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION ,
CBarnes 10/06/2021
DEVELOPMENT ENGINEERING
njanders 10/01 /2021
:0]
MAPLE HIGHLANDS PLAT
ILLUMINATION DETAILS
162N D AVE SE/SE 134TH ST
RENTON, WASH I N GTON 98056
6/14/21
FIELDBOOK:
PAGE:
DRAWING NO:
IL3
SHEET: OF: 3 4
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