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PLAN VIEW
COMBINED CONTROLLER BBS /CON TACTOR FOUNDATION
PROJECT ENGINEER
DESIGNED BY: KJP
DRAWN BY: KJP
CHECKED BY: JJGU
DATE PLATTED: 07/20/10
FILE: IITTTS05RE
7 -7 -10 1RECORD DRAWINGS I KAHA
DATE I REVISIONS I APPRVD.
NOTES
1.
Where foundation pad is located within a sidewalk, construct pad
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top flush with sidewalk grade, omitting chamfer where top and
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sidewalk abut. Make pad flush with back edge of sidewalk. Mount
top shall be finished by a concrete contractor and shall meet the
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requirements of section 8 -14.3 in the WSDOT Standard
24
Specifications.
2.
Pad mount 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 submitted to the engineer for approval.
Sidewalk 5.
Conduit sizes /quantities for the controller and contactor cabinets
shall be installed per the contract plans, plus one 2" spare capped
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out past the foundation.
6.
Concrete shall be Class 3000.
7.
2" conduit shall be placed from the combined BBS /contactor to
the controller cabinet.
8.
Each cabinet shall have a %" diameter plastic drain pipe.
9.
Locate conduits centrally within the cabinets.
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Mastic drain
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Horizontal
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 Pieces
CONC. CL.
u I I n
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18"
u n
2 Yz"
EXISTING CONDUIT
NOTE: SEE WSDOT STD. PLAN
J -7A FOR ADDITIONAL DETAILS
24"
\—#6 BAR, 8 %"
O.C. EACH WAY
48"
LUMEC LUMINAIRE TR20 -250
HPS —SG3- 240 -400 OR APPROVED
EQUAL
U ROADWAY
^.,®-•
LUMEC ---/
BRACKET
UN -1A OR
APPROVED
EQUAL
35'
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
POLE 2A FOUNDATION DETAIL
PLANS PREPARED BY:
City of Renton
Department of Public Works AND ASSOCIATES � Q ATES INC.
4% - IM Avenue SE
1055 S. Grady Way Q eelevue Waftoon OW05 -3ft
w, 425.50.6500
Renton, Washington 98057 Pho
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AN[
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THI'I
ACCURACY OF THIS INFORMATION
3' -7.5"
li
22'
•-
i I �LUMEC POLE 85V- 38 —BKTX
8' OR APPROVED EQUAL
ll BOTTOM BANNER SAVER
BRACKET ARM
ANCHOR BOLT FI BOLT
VARIES — {{I / PATTERN SPECIFICATION
SHALL CONFORM TO
MANUFACTURER
TYPICAL STREET LIGHT
FOUNDATION PER WSDOT STD.
PLAN J- 28.30 -00
T- 352105
0 z.s s
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH SHEET TS05
INTERSECTION SAFETY IMPROVEMENTS M
11 OF 11
TRAFFIC SIGNAL PLAN
7-- U.5aWL 10
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24
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\—#6 BAR, 8 %"
O.C. EACH WAY
48"
LUMEC LUMINAIRE TR20 -250
HPS —SG3- 240 -400 OR APPROVED
EQUAL
U ROADWAY
^.,®-•
LUMEC ---/
BRACKET
UN -1A OR
APPROVED
EQUAL
35'
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
POLE 2A FOUNDATION DETAIL
PLANS PREPARED BY:
City of Renton
Department of Public Works AND ASSOCIATES � Q ATES INC.
4% - IM Avenue SE
1055 S. Grady Way Q eelevue Waftoon OW05 -3ft
w, 425.50.6500
Renton, Washington 98057 Pho
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AN[
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THI'I
ACCURACY OF THIS INFORMATION
3' -7.5"
li
22'
•-
i I �LUMEC POLE 85V- 38 —BKTX
8' OR APPROVED EQUAL
ll BOTTOM BANNER SAVER
BRACKET ARM
ANCHOR BOLT FI BOLT
VARIES — {{I / PATTERN SPECIFICATION
SHALL CONFORM TO
MANUFACTURER
TYPICAL STREET LIGHT
FOUNDATION PER WSDOT STD.
PLAN J- 28.30 -00
T- 352105
0 z.s s
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH SHEET TS05
INTERSECTION SAFETY IMPROVEMENTS M
11 OF 11
TRAFFIC SIGNAL PLAN
7-- U.5aWL 10