HomeMy WebLinkAboutzT-4111ILLUMINATION WIRING SCHEDULE
RACEWAY
CONDUIT
SIZE
I L�8
EQUIP.
GROUND
T WIRER
NO.
EX.
NEW
EX.
NEW
1
2" SCH40 PVC
2
1
2
EXISTING **
2
1
3
2 SCH40 PVC
2
1
2" SCH40 PVC SPARE
1
* EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER
THAN THE LARGEST WIRE SIZE IN THE CONDUIT.
* * OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT.
NG\NEER\N
\S CpN R�P �O 80 SUR pC� w p SR O
l�Nw�VOCp�pN �F.� pN\'�•�R 2p'L�•ICS�Nw g`l
NpR�\A �\S P NS % pC?irjaEO vas E
PQQ jCPB �$-'ao � 0 � pNS ONRp �08ER 3N PSpRN'p�ON
ESE RE OAS\G QR �0� pKU�GN \NF
OpES Np� p�N � p�NORS.
_ PGA o
pR CeR �0�0
252+00
ILLUMINATION POLE SCHEDULE
LUM. STREET POLE ID GPS MOUNT. ARM WATTAGE/ ROADWAY PEDESTRIAN BASE SERVICE/
POLE NAME NO. * COORD- STATION OFFSET HEIGHT LENGTH TYPE FIXTURE MODEL FIXTURE MODEL TYPE CIRCUIT COMMENT
N0. INATES**
\� Oi NE 12TH ST 253+56.0 28.0' LT 35 14' 8' 4' 80 39 LED DMSSX DOMUS DOMUS FIXED ILLUM B
-80W-T-LE3F DOS-30W-T-LE3F
NE 12TH ST 253+00.5 28.0' LT 14' 4' 30 LED - DOS-30W DOMUS LE3F FIXED ILLUM B
O3 NE 12TH ST 254+09.0 28.0' LT 14' 4' 30 LED - DOMUS FIXED ILLUM B
DOS-30W-T-LE3F
* POLE ID NUMBERING SHALL BE PROVIDED BY CITY AT TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR.
2 �GPS COORDINATES INFORMATION WILL BE ADDED BY CONTRACTOR ON AS -BUILT PLANS. A
x `V
41
ILLUMINATION CONSTRUCTION NOTES
CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1 AND 117.2. FURNISH AND INSTALL NEW
POLE AND LUMINAIRE PER ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF RENTON STANDARD DETAILS
1 17.1, 1 17.2, 119, 120, AND 121.
EXISTING STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION.
OINTERCEPT ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. SPICE EXISTING CONDUCTORS TO NEW
CONDUCTORS IN EXISTING JUNCTION BOX.
/ / O REMOVE EXISTING LUMINAIRE AND FOUNDATION TO A MINIMUM OF 24" BELOW GRADE. FILL AND COMPACT VOID.
Ax EXISTING TYPE III MAST ARM POLE TO REMAIN. PROTECT DURING CONSTRUCTION.
/ O6 EXISTING CONTROLLER AND SERVICE CABINETS TO REMAIN. PROTECT DURING CONSTRUCTION.
--------------------------------------------------------
NE 12TH STREET
SD — SD— _ cn
N88.54'30"W (BASIS OF BEARINGS) 2723.19
EX R W
REVISION
RECORD DRAWING AS -BUILT
DATE
10-11-2023
BY
VNF
DESIGNED BY:
DMA
ISSUE DATE:
10-11-2023
E . WAS
•���� _ y�,y:
0,'� 52125
F�+'•.,�'.�ST6�.•
10-112023
DRAWN BY:
DMA
JOB NO.:
TENW #6002
APPROVED BY:
EMS
DRAWING FILE NO.:
ILLUMINATION GENERAL NOTES
1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN 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 CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
5. 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.
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. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION.
9. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION.
10. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING.
11. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION.
12. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING.
13. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED.
14. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO FOUNDATION INSTALLATION.
15. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS
POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS,
THE CONTRACTOR SHALL CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE
PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE
CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED.
16. CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, 425-430-7423, TO CONNECT NEW STREET LIGHTS TO EXISTING SERVICE CABINET AND COORDINATE WITH PSE FOR SERVICE
CABINET METER INSTALLATION BEFORE POWER CAN BE CONNECTED.
17. CITY OF RENTON TRANSPORTATION MAINTANCE MANAGER, ERIC CUTSHALL, WILL PROVIDE POLE NUMBERS FOR CONTRACTOR TO INSTALL AND COORDINATES WILL BE ADDED ON THE AS-BUILTS WHEN
COMPLETED.
N
CALCULATION SUMMARY
TARGEACTUAL
DESIGN CRITERIA
MIN. AVG.
MAX.
MAINTAINED
UNIFORMITY
(FC)
RATIO
CALCULATION AREA
(AVG. /MIN.)
NE 12TH ST
4.�34
(COLLECTOR)
��1.
SUNSET BLVD &
1.50
4.00:1
NE 12TH ST
(INTERSECTION)
%9TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Danielle Allen, P.E.
Phone: 425-250-0584
ILLUMINATION LEGEND
EX
NEW
DESCRIPTION
®
m
JUNCTION BOX TYPE 1
0-4:�
LUMINAIRE POLE (COR STD 115)
------
------
CONDUIT/CONDUCTOR
®
SERVICE / CONTROLLER CABINET
OCONSTRUCTION
NOTE
OLUMINAIRE
POLE NUMBER
KIDDIE RESEARCH, LLC
1025 N 36TH ST.
RENTON, WA 98056
KIDZRESEARCH@HOTMAIL.COM
YING CHIAO CHEN
10 40
0 20 60
SCALE IN FEET
T-411101
DRAWING NO.:
KIDDIE RESEARCH DAYCARE IL-01
SHEET NO.:
1
OF
ILLUMINATION PLAN 2
SHEETS
DocuSign Envelope ID: 5D308A1A•204D-48E8-BB23-8A2834BB565E
- -
-
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
°�
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 .
"'
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
14:
_ - GA,
1L
_
I` G74ADO76FIl. -T'
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
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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