HomeMy WebLinkAboutT-425506g
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NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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DocuSign Envelope Ib' 9D960DAS-0355-4664-AE66-578FF156107F
T-0'
MIN. � MIN,
LUMINAIRE POLE /JUNCTION' BOX LUMINAIRE PALE
—CONCRETE PAD,
PLAN VIEW BROOM FINISH
LUMINAIRE POLE
CONCRETE PAD
4'
JUNCTION BOX
----LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
GENERAL NOTES:
1. LUMOIAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
9E PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL 6E
LOCATED AT HUTTON OF LUMINAIRE CONCRETE PAD
ELEVATION DID BOTTOM OF SIDEWALK ELEVATION
4. LUMINAIRE POLE AND JUNCTION HDX TYPE PER PLAN
5. LUMiNAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES DNLY
Y
c.`. PUBLIC WORKS
DEPARTMENT
JUNCTION Box
CONCRETE SIDEWALK
PLAN VIEW PER STD PLAN 102
LUMINAIRE POLE
CONCRETE SIDEWALK
PER STD PLAN 102
'— JUNCTION BOX
LUMINAIRE CONCRETE
FOUNDATION
SibE VIEW
LUMINAIRE WITH SIDEWALK DETAIL
,-0.
CONCRETE PAD 1'-O"
JUNCTION 80X —` PLAN VTE14
4°
CONCRETE PAD — /7Er��'
JUNCTION BOX --"' SOE MEW
INDMDUAL JUNCTION BOX PAD DETAIL
LUMINAIRE CONCRETE STD PLAN — 120
PADISIDEWALK AND APPROVED:
JUNCTION BOX CONCRETE PAD 7/27/2022 `.
Manin I'aswcna
DATE
DocuSign Envelope ID.909BODA8-03864664-AE66-578FF1561D7F
GENERAL NOTES:
I. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL 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 TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE 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 INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE —INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. S€GNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. 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 OR UNLESS
OTHERWISE APPROVED.
9. 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.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE
TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
TRANSPORTATION NOTES STD. PLAN — 135
PUBI_dC WORKS
APPROVED:
DEPARTMENT Maw rUFaswcha 7/27/2022
DATE
DocuSign Envelope ID: 909BODAB-0385-4654-AE66-57BFF15511)7F
ELECTRICAL SERHCE/BSS CABINET
CONTROLLER CABINET —
SHIM TO PLUMB
SEE NOTE
3 — 04 REINFORCING BAR (EQUAL SPACES)
SEE NOTE 5 —
NOTES
1. WHERE fOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE. OMITTING CHAUFER MgERE
T04- ANT) SOEWALK AOUT. MOUNT 70P $HAL.L BE FINISHED BY A
CONCRETL CONTRACTOR AND SHALL MEET THE RE4LNRCMENTS OF
SECTION 8-1 C3 IN THE "DOT STANDARD WJPECIFICAT19NS.
2. PAD WGUNT DESIGN IS TYPICAL
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4- ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBAII TIED TO THE ENGINEER FOR APPROVAL-
5. CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE
INSTALLED PER THE CONTRACT PLANS, PLUS ONC 2' SPARE CAPPED
OUT PAST THE FOUNDATION.
6- CONCRETE CLASS PER STD PLAN 135.
7- 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS
CAMNET TO THE CONTROLLER CABINET.
8- EAC1T CABINET SHALL HAVE A %* DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY VATHIN THE CABkE7&
10, WEN ALL ViREE CABINETS ARE TO EL INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
It WOODEN SHIMS SHALL NOT BE USED
12. GROUNDWG SHALL BE PER WSOOT STANDARD PLAN .[-6MO5. SHEET 3.
13, C7OWAAT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CAEOINE15 WALL
IB BE INSTALLED PER THE CONTRACT PLANS. PLUS ONE 2" SPARE
CAPPED OUT PAST THE FOUNDATION.
—SHIM TO FLUME
ES) SEE NOTE 3
L.1 -
EBONT VIEW
3/6' DIAMETER PLASRC DRAIN (ONE PER CABINET)
SEE NOTE 7
3/8' DIAMETER PLASTIC DRAIN
SEE NOTE 13
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if
H0R120NTAL
CORMBINED FNDATION
� ITUNFOU. OAR DJAGRAM
6 PIECES
�3 — 04 REINFORCING BAR
(EQUAL SPACES)
PLAN VIEW
CABINET FOUNDATION STD. PLAN — 126.2
+ PUBLIC WORKS DETAILS APPROVED:
DEPARTMENT _ "- 7/27/N22
'� • Martin Pnlucha
N „c,
DATE
1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: SCALE:
VERTICAL: NAVD 1988
2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB
DRAWN:
GRL/LAB ONE INCH DATUM
CHECKED: AT FULL SCALE
EMS/TDR IF NOT ONE INCH
WNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
EMS
19TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747
Project Contact: Grant Lewis
Phone: 952-270-9089
CITY OF
RENTON
Planning/Building/Public Works Dept.
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DIAMETER = 7/8"
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CUTTING RINGS
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SPLICE KIT
FUSE KIT & SPLICE KIT DETAILS
G1 O
ADOPTED
CITY OF RENTON
STANDARD PLANS
NS TST DATE-04/04
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T-425506
09-08 2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FaRANSPORTATION OPERATION 0 , DEVELOPMENT ENGINEERING
rnes 12/04/2023 yqi 12/06/2023
TOWNS ON 12TH
3916 & 3926 NE 12TH ST
RENTON, WA 98056
ILLUMINATION DETAILS
DATE:
09/08/2023
FIELDBOOK:
PAGE:
DRAWING NO:
L--06
SHEET:OF: Q 0 88