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0.5'
1.0(1.0( VARIES 16' — 56.5
MATCH EXISTING SLOPE
• ® • • • • • • • • • ® • • • • • • • 4„
• • • • • • • • • • • • • • • •
HOQUTAM AVE NE 3'
4" YELLOW TYPE 'I'
LINE MARKERS
4" YELLOW TYPE 'lid'
LINE MARKERS (REFL.)
EXISTING ASPHALT PAVEMENT TO REMAIN
TYPICAL ROADWAY SECTION
7O SAWCUT AND REPLACE PAVEMENT PER COR STD. PLAN F008 ® O.JJ' CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN F005.1 & F005.2
O2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH DEPRESSED O RESTORE LANDSCAPING AND IRRIGATION
CURB AT SIDEWALK RAMPS PER WSDOT STD. PLAN F -1.
30 0.77' CRUSHED SURFACING BASE COURSE AT SIDEWALK RAMPS
AND IN DISTURBED AREAS BELOW REPLACED SIDEWALK.
m�
a
" TYPICAL
JUNCTION BOX
s SPLICE KITS CLEAR EPDXY
SPLICE KITS ON ALL THRU
WIRE RUNS
z 4" CONCRETE PAD
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a
a
#8 BARE COPPER
a GROUND WIRE
0
x }
m
2 — LIGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
zl
0
5/8"x8' COPPER CLAD
m GROUND ROD
0
z
FUSE KITS QUICK DISCONNECT
10 AMP IN LINE FUSE KITS
S.E.C. OR EQUAL
GROUND LUG
2" MIN. GROUT
UNDER POLE BASE
5"
GROUND
CLAMP
PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION
TO LUMINAIRE
1/4" MINIMUM
DRAIN HOLE-
) II
II II
II II
II II
II II
II II
II II
II II
II II
it II
II
II
II II
II II
II II
L� �J
3' SQ. OR DIA.
LIGHTING POLE GROUNDING AND FUSE DETAIL
11
TOP OF CONCRETE FOUNDATION TO
BE LEVEL WITH TOP OF SIDEWALK
OR CURB.
DRILL
Jg" DIA
DOUBLE YELLOW CENTER LINE
' —� 4" WHITE TYPE 'I'
24
�� 11 LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
APPROACH LINE
4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
LANE LINE
PAVEMENT MARKING DETAILS
LOCKING LID DETAIL
NOTES
I. FOR CITY OF RENTON STANDARD PLANS JR -05,
JR -12, JR -15, JR -16, JR -20, JR -21, ✓R -25,
AND JR —JI SEE APPENDIX D IN SPECIAL PROVISIONS
2. FOR WSDOT STANDARD PLANS J -11A AND ✓ -11C,
SEE APPENDIX D IN SPECIAL PROVISIONS.
J. ALL JUNCTION BOXES TYPE 1 AND TYPE 2 SHALL HAVE
LOCKING LIDS PER LOCKING LID DETAIL, THIS SHEET.
T- 340903
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1M. LIFT HOLE
Q!i
Jg "x 14 "x 19 "& 17 "x28"
GALVANIZED HANDHOLE LID
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