HomeMy WebLinkAboutR-361484COMBINED SERVICE /BBS
CABINET
TYPE P CONTROLLER
CABINET
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NOTE 5
ELEVATION VIEW
IV 111 L L VU VVI \I \LCTED
TO NE CORNER SIGNAL POLE
DIAMETER PLASTIC DRAIN (ONE PER CABINET)
ASEE NOTE 7 ASEE NOTE 7
NOTE 5
CONTROLLER CABINET
10" WIDTH + 1" 10"
NTS
COMBINATION \,-#4 HOOPS
SERVICE I I
WIDTH 10" WIDTH CABINET 1 10"
PLAN VIEW
R::
A I
1 ` -2"
HORIZONTAL
0
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
\-3 - #4 REINFORCING BAR
(EQUAL SPACES)
0 COMBINED CONTROLLER / BBS / RAPID RIDE CABINET FOUNDATION
m
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31"
24"
SERVICE
TSC r 1 r 25 -TA
7.0" —7 6' 7.0" 4-2" CONDUITS,
CONDUIT MEASUREMENTS
ARE TO CENTER OF CONDUIT
10.5" 10.5"
TYPE 2 JB
L — — — — SIGNAL NW CORNER
�J SIGNAL POLE
1" TYP
N
U
SIDEWALK
PLAN VIEW
0 RAPIDRIDE CABINET FOUNDATION LAYOUT
NTS
10 NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH
SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE
FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN
THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT
EACH LOCATION.
3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED
TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE
CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE SHALL BE CLASS 3000.
7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS
TO THE ITS CABINET.
8. EACH CABINET SHALL HAVE A V DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE
USED.
11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE
AND IRRIGATION CABINETS.
12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT
DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR
RAPIDRIDE (RRIDE) CABINET LOCATION.
13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE.
14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12"
INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED
INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT.
15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER.
16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION
SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED.
17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING
THE CABINET.
R- 361484
CALL 3 WORKING DAYS
BEFORE YOU DIG:
811
1 r —Unc nnrry nwL. — w o Lv 1 SURVEYED: KPG p
P , 1GAN! �� �1 a�— DRAWING NO. 31
REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 ' 0` ` " "'F %k DRAWN BY: JC RECORD CITY �F RENT�N SOUTH LAKE WASHINGTON
�` PROJECT NO. 11156
DESIGN BY: JC 7539th Ave 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS
CHECK BY: HJT Seaftle, WA 98109 Tacoma, WA 9 Ave FED AID NO.
PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION
393 1 r �� p � PROJ MGR: NJD (20612661640 (25 31 627-0720 SIGNAL DETAILS
DATE: FEB 2012
� G1 � BASED ON CONSTRUCTION RECORDS SHEET NO. 31 OF 53
SrOxnc E� BY: DATE:
NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.dwg
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CONTROLLER CABINET
10" WIDTH + 1" 10"
NTS
COMBINATION \,-#4 HOOPS
SERVICE I I
WIDTH 10" WIDTH CABINET 1 10"
PLAN VIEW
R::
A I
1 ` -2"
HORIZONTAL
0
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
\-3 - #4 REINFORCING BAR
(EQUAL SPACES)
0 COMBINED CONTROLLER / BBS / RAPID RIDE CABINET FOUNDATION
m
D
A
z
M
m
31"
24"
SERVICE
TSC r 1 r 25 -TA
7.0" —7 6' 7.0" 4-2" CONDUITS,
CONDUIT MEASUREMENTS
ARE TO CENTER OF CONDUIT
10.5" 10.5"
TYPE 2 JB
L — — — — SIGNAL NW CORNER
�J SIGNAL POLE
1" TYP
N
U
SIDEWALK
PLAN VIEW
0 RAPIDRIDE CABINET FOUNDATION LAYOUT
NTS
10 NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH
SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE
FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN
THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT
EACH LOCATION.
3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED
TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE
CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE SHALL BE CLASS 3000.
7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS
TO THE ITS CABINET.
8. EACH CABINET SHALL HAVE A V DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE
USED.
11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE
AND IRRIGATION CABINETS.
12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT
DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR
RAPIDRIDE (RRIDE) CABINET LOCATION.
13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE.
14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12"
INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED
INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT.
15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER.
16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION
SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED.
17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING
THE CABINET.
R- 361484
CALL 3 WORKING DAYS
BEFORE YOU DIG:
811
1 r —Unc nnrry nwL. — w o Lv 1 SURVEYED: KPG p
P , 1GAN! �� �1 a�— DRAWING NO. 31
REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 ' 0` ` " "'F %k DRAWN BY: JC RECORD CITY �F RENT�N SOUTH LAKE WASHINGTON
�` PROJECT NO. 11156
DESIGN BY: JC 7539th Ave 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS
CHECK BY: HJT Seaftle, WA 98109 Tacoma, WA 9 Ave FED AID NO.
PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION
393 1 r �� p � PROJ MGR: NJD (20612661640 (25 31 627-0720 SIGNAL DETAILS
DATE: FEB 2012
� G1 � BASED ON CONSTRUCTION RECORDS SHEET NO. 31 OF 53
SrOxnc E� BY: DATE:
NUMBER REVISION DESCRIPTION BY APP. DATE O FILE: 08046SIG01.dwg
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