HomeMy WebLinkAboutT-411102DocuSign Envelope ID: 5D308A1A•204D-48E8-BB23-8A2834BB565E
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DocuSign Envelope ID: F41B6C7D-lA89-4D3E-83C3-E2FO224FAF96
POLE & BRACKET CABLE, #12
INSTALL DECAL NUMBERS VERTICALLY.
AWG, SPLICES BETWEEN FUSE
INSTALL IN DRY WEATHER, 50° F OR
HOLDER AND LUMINAIRE FIXTURE
I
ABOVE
SHALL NOT BE ALLOWED
FUSE KITS QUICK
o o -6
t
O
°�
�2�, sG
TYPICAI I IGHT BASE AND ,-II-JNCTION BOX
CONCRETE PAD
REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE
TO LUMINAIRE
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o���CCCo
-11
o to
-
3
3'-0"
LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL
JUNCTION BOX TYPES 1 & #8 GREEN INSULATED WIRE
4
III LED TYPE
71-0NI
1'_E"� r-
VARIABLE MIN.
2 STANDARD PLAN J-40.10 TO FIXTURE GROUND LUG
GROUND LUG
'
G
SPLICE KITS CLEAR EPDXY SPLICE 9
KITS ON ALL THRU WIRE RUNS
I LUMINAIRE POLE JUNCTION BOX
LUMINAIRE POLE
JUNCTION BOX
0 1 -6
1
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
CONCRETE PAD
"I_AN VIEW
CONCRETE SIDEWALK
FLAN VIEW PER STD PLAN 102
WATTAGE
4'�T- •1 b .< °—..:.
T — .40
^I .
ao 1a°
O
24"(MIN) COVER
LUMINAIRE POLE
LUMINAIRE POLE
CONCRETE SIDEWALK
w
•,
FRONT VIEW
,a
SIDE VIEW
#8 BARE COPPER
coNCRETE PAD
CURB
ROUND
GROUND WIRE12'
�
PEP. STDPLAN 102
In
LAMP
z
C CONDUIT+1
4
`B'
-#8 EQUIPMENT GROUND
CD
TYPICAL_ JUNCTION BOX
WIREW/GREEN INSULATIONFROM
SERVICE CABINET CONCRETE FOUNDATION
?
- pI C
CONCRETE PAD
JUNCTION BOX
-!UNCTION BOX
CDI+
3'-0" ►{
3'-0"
2 - LIGHTING SYSTEM /%8' COPPER CLAD
WIRES TO CONTACTOR GROUND ROD
(SIZED AS REQ'D.)
(, -LUMINAIRE CONCRETE
FOUNDATION
--LOWNAiRE CONCRETE
FOUNDATION
I
PLAN VIEW
4' i °' ' • - ° '
-
SIDE VIEW
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
LUMINAIRE WITH SIDEWALK DETAIL
u"—
---
FRONT VIEW
SIDE VIEW
NOTES:
GENERAL NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY
I LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
FOR STD PLAN117.1
FOR STD PLAN 116.1,117.2,117.4
VARY.
I OUTSIDE OF SIDEWALK
y
.
2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER
2 CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
BE PER STU PLAN 135
)
TYPICAL JUNCTION BOX
'C'
THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING
CONDUCTORS.
I
3 TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
I
3 4" TO 2"
11111
.
_ 088"
r
CONCRETE PAD
3. EQUIPMENT GROUND WIRE &BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELE4 OR
I'-L;,
'
—
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
I
LUMIINAIRE AND JUNCTION BOX TYPE PERNPLAN
�
JUNf'RETE TpN BpOJ
n wEw
I
14"
cc .
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h
4, _-=8:_�.< : 9 .. °.r
a. o.• • `C.a : o...°�
5, LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE I AND
N
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN
I TYPE 2 JUNCTION BOXES ONLY
INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE
CONCRETE RAG
HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN
,
FRONT VIEW
SIDE VIEW
FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
I
JUNCTION BOX
1GL VIEW
DECAL:
REFLECrORIZED GOTHIC GOLD OR WHITE
INDMDUAL JUNCTION BOX PAD DETAIL
LEGEND ON BLACK BACKGROUND
�Y
;O. PUBLIC WORKS
�` DEPARTMENT
Nt
TYPICAL CONCRETE PAD DETAILS
STD. PLAN - 125
LUMINAIRE CONCRETE
�- . STD. PLAN - 120
�( * PUBLIC WORKS PAD/SIDEWALK AND=mq�4°s�w1 l;
S i,lr T LIGHT STANDARD STD. PLAN- 121
,�, PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV '
DEPARTMENT
/7
p
+ PUBLIC WORKS
LUMINAIRE ELECTRICAL
SYSTEM
STD. PLAN - 119
F;pb, -,..
ROVED,
/
' DEPARTMENT
GAZ 5/22/2019
1) DEPARTMENT JUNCTION BOX
-
CONCRETE PAD
19
Gregg A. Zimmid6w6if
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DocuSign Envelope ID: 5D308AIA-204D-48E8-BB23-8A2834BB565E
GENERAL NOTES:
PAINT SPECFCA-ONS (4) OVAL SLOTS
ALL ALUMINUM LUV NAIF AND POLE ROUND PO.E CAP IAUVITRUN SHROUD (BY
RELATD PARTS $,A_. BE FACTORY MANUFACTURER) PANT s�£cFCA-aNs:a'"'`" "; 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
PRVED 2rAN) 'ONDER 05-X - ALL A_UMVUM LUMNARE ANO POLE 9Cr • DECORATIVE PEDESTRIAN
I flg'iyl__C�ij`7 RA_ 9005T% •.�' BUCK' •
al¢ LUMINAIRE ARM COME STYE LED LUMINAIRE ;" y� RELATED PARTS SHA._ BE FAC'ORY I LUMINAIRES ARE MOUNTED THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE
(WI=iTAGE PCA PIONS 4,00DK ccI. d' PR AND POWDER CCA'_D. To -D AT IBC` (UNLESS OTHERWISE
Q�Cp_R LENGTH PTR PLANS 120-277V UNIVERSAL OPoU=R, WTH .� 1� L S-' CO,OR, RA_ 9OO5_X - E BLACK' NOTED ON PLANS) POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
ROUND
'U A Si~ t 10' 4A>< FIAT C.n45 LEN]) BY LUMCC (al R C HANUNULG$ AHL MIXINIL'J 30` 6 - P BARS. DIAMETER = 7/8"
APPROYEO EOUAL). OR11=R SHALL BASE PLATE DETAIL 270'
(NO CAPER) BE ROVEDNTEGRL TO 11LE IVERRE. FOR AT 180' PUNT EVENLY SPACED
^ - MOUNTING ARM DETAILS SEE Sro 4�CCRAF:VE 'WMINA RE PQ„�NO-Es • SUPPORT BRACKETS ARE
•• NON KTWMVAPOLE SECTOV = ` "' 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
`OOUvO TAPERED t;, PUN n73 36• 8 - p BARS, R'JI,VD T.;B!� AR S£C'IXv "� i MOUNTED AT O' (UNLESS
CENTER CONOWt
EVENLY SPACED (VO TAPER) S O?HERW.SE NOTED ON 1" CONDUIT UNLESS IN FOUNDATION
RE HECHT 2• CONDUIT UNLESS PLANS) STATED OTHERWSE ON - .•r. Z � ONCE CONSTRUCTION IS COMPLETE.
28' STATED OIHERWSE ON all CONDUIT •• ROUND iAPEREJ PO-1 SEC- 04 PLANS
(CUM NA nt MEc"i .SHROUD) —� PLANS IN FOUNDATION (OLIO`/=') ORIENTATIO,N LOCATION 10'-Il' CIA BOLT
CIRCLE 4-7/8" 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
(2) BANNER BRACKETS IWT4 AN BOLT LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID
PRESSURE RFtf ASE 14 J/B'-15' CIA BC — 04 HOOPS 0 12•
SPRINGS. ANOIOI DOLT R03N0 POLE CAP FOUNDATION SECTION LIDS).
+1 HOOPS 0 12`
T 17U TOP BANNER BRACKET MTH4'-0' Y CONDUIT UNLESS GROUND P0.£ '0
TIHOUG• @QTS AND SH'Y TO LVEl 0' LPL FOUNDATION Si LUVINAIRE ARM `� STATED OTHERWSE ON FOUNDATION LOAD LINE
PER NANLITACTLIRER'S INSTRUCTIONS 1/4" FUSE 1/4 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
2' CONCUAT UNLESS GROUND DOLE TO PLANS \
SECURE BOTTOM BANNER BRACKET a - OPOONAI SATED OTHERWISE ON FOUNDATION T— 3 4" CHAMFER (TYP)
WIH AOALS*ABC SANJi5551EL BANNER TO BE PLAr4s _ _ / TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
AMC
BANDS AND $MM •0 LEVEL PER INSTALLED 4 '- — — — — 1 8 O O 1 /8"
MANUFACTURER'S INSRUC110NS OTHERS 3 4" CHANFEA {fYP) n ,), °ry H0.[ OPENRG t'-6 MIN BELOW / „ O
/ SETT BANNER GROUND, 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
22.25' r�M 1.5 , 5` R-t„fORCEO KtAwu4 2'-0' MIN UNDER / i
l'-6" MN BELOW PAVEMENT
fRtOUNO HAN@OUE0D=AEOOYO'%6' DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
�MUYNUN Of. CAST PLATE i WI CUTTING RINGS
2-0 MN UVOEF ROE Stn_ -LI: WMNARE AIIAOIEi BY WNS 6 EACH
PAVEMENT OORNER. E%VEND TIME CON
(1A CC,%1 T-7MER VS N.RS& 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
ttT. t2p-iT7V uN.YExy. G` MIN BEYOND �I
EXTEND THE CONOUI: DRIVER. Il Il CLASS FOUNDATION OR THE old
DOME STYLE LED WMRMRE LENS) BY LUMEC (OR I CONTROLLED DENSITY FUSE K I T
6" II01 BEYOND ;i S1AEE1 IIO�I ACA. 7s:w
(WATTAGE PER PLANS, 4,00 l FOUNDATIIX4 OR tiff APPROVED EOUAL). COVER NUMBERING PER DECAL SACKFILL 8 83
OCT. 120-2rnuNTOi$AL CONTRIALEODENSITY n)(101C FOR00,>�NT.NOARRY RENTON TU PLAN
OF 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
O• LEVEL H IEMtaN 516 RAN 121 -
ORn=R.By C(ORNTH APPIRMATITU$sLENS) BAaFu DE'Nl:sagDPLAR +4HODPse12 SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
EQUAL) DR VER SHkL BE 4-0' 3 D' 4 HOOPS 0 12' o�
INTEGRAL TO THE FUITURE FOR LUNWMRE ARM 6 + c= 8 - +5 BARS, PF SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
MOUNTING ARM OETA:.S SEE S'D I !ye m 25' . 5' REINFORCED EVENLY SPACEC C'i
B D.WS,` _ ""�'Mro°"�" _ 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS.
+2 s L HWMIOI£ OPENNO ON = u'
EVENLY SPACED f' DA. RPoGARON t 2 1/2• CLR a
OJ POIL MINI A{'-i6 HOIE a
2-1/2` CR - HOLE WITPONTH LIQUID FOR A GROUND CONNECTOR. EPDXY FILL
i o «Nci> fDOOR Ld4AtN"Er
UNINW — 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
n 7� 'x o i 30' �I 111
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
FOR STREET LICHT n lea' cJ' _ - FOUNDATION DETAIL AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
STANDARD DECAL
NLNABERING DETAI I I70' I �, 7
+Z -R to CFY OF ' 0 1-1/8• CIA HOLE
RENTON Sro PUN •DECORATIVE ROADWAY WMNAIRES FauNDarIDN DETAIL _5" OLD QDO. WALL 19. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
121 ARE NOLWTED AT D• I-J/B' L%A HOLE (POLE; •�� INLINE SPLICE
TO- BASE DIAA[TER, .DECOR=11BASE DIA"ffrR. .DECOR==\= PEDESTRIAN LUMNN$$ (,�) �. Ip• STEEL PLATE SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
40'-O• LONG 3 ARE NOUN" AT ISO' 4ANDHOLS ., r . If` REWFOICm ALIKAN.=1
-ARE NCUNlm AT IBO' HOME OFENMC WM
(RO�il1U'a TAPERFf�COTM z a .BANNER SUPPORT BRACKETS ARE 3/8• STEEL PLATE COVE ON PO.E WITH W-15 SOLE GURGLE (DIA MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
s MOUNTED AT U' NSTALL ANO+CA "� FOR A GRounTO 512E TO LUMINAIRE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
(a "I AIUN►OA/ ,�BAT CIRCLE (DIA CWNECIGR, FLU" FlTONC
POE ORIENTATION LOCATION S2ETOLUSRNARE (PROBOL
KBYIVUMDaCRAFOGAS{E1 BASE PLATE TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
s DIMENsIDn) EPDXY FILL
RENFORCED HANDHOLE E DOSE PU1E MANUFACTURER)
WTH GOtER � I DNFNyON) 8[V�jOR BOLT TEMPLATE DETAIL
NST,L ANCHOR o _ ANCHOR BOLT TEMPI ATE DETAIL NM 11/Y.pA •fPIPMKINN � f I�
BAT COVERS "! DRAIN TUBE I 1O awwRa TOP OFF FOUNDATION
(PROVOED BY POE ; ran CC : ATIN H nn PH T �
MANUFACTURER) SIDEWALK
SiR:F ANCHOR BOLT, 4
ANCHOR BAT, 4 telk. 1• DIA- FA0„CATED ALLIMNUN BASE TOTAL• 1" 0 A (TYP) - -
(IIP) b PE 510 ASSEMOrTBLY
.
ROADWAY FOR FOyNOATON DETA LS, 1" HEX NUTS. STEEL {6 RED• _ INSTALL GROUt 1-1/4' Hf%!NITS, STEEL (6 SEE 1N5 SHEET I PER ANCHOR 80LT),
PRONDE J' ON REOb PER ANCHOR BOLT), FLAT WASHERS (6 RF.O'C PER
SOH FOUNOAr10N DE'=.5, SEE '-ITS 51WEI� •- •: GRROUT TUBE THROUGH ANCHOR
=BEAT) (6 REOT) PER POLE ELEVATION ANCHOR BaT)F WY= SPLICE
:, , DFTA�L
ANCHOR BQT ASSEMBLY DETAIL ,A-SSEMBLY -
POLE ELEVATION FOUNDATION DETAILS FOUNDATION DETAILS
NOTE: NO SONATUBE ALLOWED SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
FOR FOUNDATION CONSTRUCTION �UUAL AI I.r, LJ41,-r. ,.N
ARTERIAL STREET ARTERIAL STREET T o An OPTED
STD. PLAN- 117.1 STD. PLAN- 117.2 CITY OF RENTON TRANSPORTATION NOTES
e� PUBLIC woXV DECORATIVE LUMINAIRE POLE ,�, PEPTIC WORKS DECORATIVE PEDESTRIAN LJMINAIRE POLE .I:"� STD. PLAN - 135
s-� PPRO OLD: PPRO D: !/�n
DEPARTMENT S1„1 DEPARTMENTdf� ? STANDARD PLANS PUBLIC WORKS�171DETAIL S — --- DATE /� - DETAILS E %L rvti Tsr DaTE:04/04 + DEPARTMENT GAZ I 3/13/2019 I 4:
.__ •,�..._.,... .,,. nwr NAAAF, .inii cP POrF•.Il
REVISION
DATE
BY
DESIGNED BY:
DMA
ISSUE DATE:
02-26-2020
yS�`' •M�•STF
t� ;; �F • WA ;Si
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N '` r . 4W
52125
Fss+••�P•�STEV VGA
TONAL �
02-26 2020
DRAWN BY:
DMA
JOB NO.:
TENW #6002
APPROVED BY:
EMS
DRAWING FILE NO.:
19TENW
Transportation Engineering NorthWest
ransportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Danielle Allen , E.I.T.
Phone: 425-250-0584
KIDDIE RESEARCH, LLC
1025 N 36TH ST.
RENTON, WA 98056
KI DZRESEARCH@HOTMAI L.COM
YING CHIAO CHEN
DEVELOPMENT ENGINEERING
jchavez 04/08/2020
TRANSPORTATION OPERATION
cbarnes 04/08/2020
T-411101
DRAWING NO.:
KIDDIE RESEARCH DAYCARE IL-02
SHEET NO.:
2
OF
ILLUMINATION PLAN 2
SHEETS