HomeMy WebLinkAboutR-409150AN CA ONS -
A :.. A UV L 'V. V NA RE AY7 POLE
R--A:I D ?AR<S SA: _ 8 iALIURY
PRM Ati POWDER COA7.
CC_ OR: RA 901 5 X ' 4ET BLACK"
1d-1/4"
- PREST GE SERIES (CY17T4) L.ED
i POST -TOP LUMINAIRE (WATTAGE
! 1 PER PLANS, 4 OOOK CCT 20 277V
UNIVERSAL DRIW.R WITH VS3AR 2" CCNDU T UN
111111 ACRT'C ENS) BY CY..tONE STATIC OTHERi
11 �� (OR APPROVED EQUAL), DRIVER PLANS
h ' 1 �� � SHAI1. BE INTEGRAL ?0 THE
t i� fi t 1� � Ix?llRE.
ERMINAL BLOCK LOCATED IN THE
FIXIL E
FOR STREET LIGIiT
STANDARD DECAL
NUMBERING DETAIL,
REFER TO C TY OF
RENTON STD PLAN 121
14'--D" FLUTED SHAPE, 5" DIAMETER,
519A GI'1 AIUMNUM POLE
(11)15 -14--BD46--RAi.9005TX- TN43?
BY CYC'_ONE (OR APPROVED EQUAL)
INSTAL- GROUT.
PROVIDE 1/2" DIA DRAN
T BE THROUGH GROUT.
2" 6" HANDHOUE
DECCRAi1V'_ ALJM'NUM CLAMSn«L
RASE COVER BD46 BY CYCLONE
(OR APPROVED EOi.A.)
SEE POLE BASE
CETAI -PHIS
SHE-1
BASE COVER
- FOR FOUNDATION DETAILS,
SEE 7141S SHEET
POLE ELEVATION
1�Y
OPUBLIC WORKS
� DEPART MENT
A
I�
Call 2 Working Days Before You Dig
811
Jtilities Underground Location Cente
(ID,MT,ND,OR,WA)
ANCHOR BOLT
------ (4) OVA_. SLOTS
m -
,o
BASE PLATE: DETAIL.
8 - g5 BARS,
EVENLY SPACED
CENTER CONDl11'
IN FOUNDATION
BOLT CIRCLE (CIA PER
BASE PLATE DETAIL,
THIS SHEET)
94 HOOPS € 12"
FOUNDATION SF'710
2" CONDUIT UN_.ESS --A
GROUND POLE TO
STATED OTH?;RASE ON - I FOUNDAT ON
P'..ANS i(
3
3j4" C4iA!+IF'ER (FYP) —_� j :.,
V6" MIN BELOW
GROUND
2'-�D" MIN UNDER
PAVE:Me.NT
f..
EXTEND THE CONDUIT
6° MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY
BACKFILL
#4 HOOPS D 12"
8 -. #b BARS,
EVENLY SPACED
2 1/2" CLR
MIN. BOLT d
)JECTI ON
FOUNDA"ICN DE`AIL.
"A' HOE
(TYW
I
—1/4" STER P;_ATE
BOLT CIRCLE (DIA
PER BASE PLATE
DETAIL, 'HIS SHEET]
ANCHOR BO,.T TEMP AFr:_DETA_L
POLE BASF DETAIL — r
Till OF FOUNOA;ICN T
ANCHOR 87 14 TOTAL, -- I
3./4" DIA (-EYP)
it Vi N
31°4'° HEX 'JUTS, STEEL (8
I;
REO'F1 PfR ANCHOR BOLT), I
FLAT WASHERS !6 REQ'D PER
ANCHOR BOLT,
ANCHOR BOLT ASSEI!BL. DETAL
FOUNDATION DETAILS
_. _ ................-__....._..._._.__.._-
NOTE: NO SONATUBE ALLOWED
FOR FOUNDATION CONSTRUCTION
NEIGHBORHOOD STREET
PEDESTR AN L UMiNAIRL
FIX I-URI-_ AND POLE DETA; __S
STD. PLAN-
116.1
PROVED:
o '
N'PL-
Ti ff
NORTHWEST �X
TPA FF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
FOR STD PLAN 117.1
TO 2„
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50° F OR
ABOVE
NUMBERING
2EXAMPLES
3
4-+
1
C...
... ._...... _............._.........._...._.__
5-�
6
7
-_�TRAFFIc�
'4 FLOW
PLAN VIEW
FOR STD PLAN 116.1,117.2,117.4
M��I�IIM'19y
WATTAGE
U'VY o S_T_R IET LIGH-7 ST'AUDARD STD. PLAN-- ---121
R:MY
PUBLIC WORKS DrCA . NU,1B��RING SYSTEM A PROV'
DEPARTMENT:
SURVEYED: SCALE: w�.
DESIGNED: AS NOTED
Az
VJGiSTERF'�2 REVISED PER COR REDLINES VJG 6/14/21PAPPR
D�'W"' VJG
NAL 1 REVISED PER COR REDLINES VJG 6 2CHECKED:
LDH
NO. REVISION BY [DATE APPROVED:
LDH
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
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.
O~ o� TRANSPORTATION NOTES STD. PLAN — 135
® + PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1 4
F DATE
C TY OF
RENTON
Planning/Building/Public Works Dept.
:1
AS -BUILT
T-409104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS PLAT
ILLUMINATION DETAILS
162ND AVE SE/SE 134TH ST
RENTON, WASHINGTON 98056
6/14/21
FIELDBOOK:
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SHEET: OF: 3 4
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