HomeMy WebLinkAboutTED4001782.2 (2)ALTERNATE SHOULDER SECTION
16+70.00 TO 18+03.23
29+ 98.09 TO 34+49.00
NOTE: FOR LUMINAIRE PLACEMENT SEE REINFORCED
EARTH WALL LUMINAIRE DETAIL THIS SHEET.
d
65°N
BRIDGE LUMINAIRE DETAIL
NOTE: FOR CONDUIT AND JUNCTION OX
PLACEMENT SEE DETAIL I3 AND
TYP. CONDUIT DETAIL, 43
SHEET 43.
ROADWAY SECTION A
10+25.JO TO I I+J0.00 (2" OVERLAY ONLY)
1 I +00.00 TO 17 +78.23 (OVERLAY OF EXIST. PVM'T.�
30+32.73 TO 38+00.00
60' AT STA. 38+00.00
VARIES 19.5' AT STA. 40+00.00 VARIES
_20/0 ----I I-- I
ROADWAY SECTION B
38+00.00 TO 40+00.00
PROFILE GRADE'
4' VARIES VARIES _ _ 4'
20' TO 13' 16' TO 9'
� I
2 °/O_ 5%
ROADWAY SECTION C
MONSTER ROAD 0+78.00 TO 1 +80.00
LONGACRES DRIVE I + 72.45 TO 2+00.00 13
14
Te.0 -(wo- r
SUPERIOR REPROGRAPHICS
LUMINAIRE POLE
LUMINAIRE BASE
JUNCTION BOX
REGION NO.
STATE
FEDERAL AID PROJECT N0,
SHEET NO.
10
WASH.
BRM -1288 (2)
g-405-3 (635)
L,
57
ALTERNATE SHOULDER SECTION
16+21.35 TO 17+55.85 * 6'
29+76.00 TO 36+25.00 + 9'
NOTE: FOR LUMINAIRE PLACEMENT SEE ROADWAY
SECTION A, RT. SIDE, THIS SHEET.
2 % _
41
5%
I r" ASPHALT CiNCF ETE FAVEMENT CL. B (WEAR!NG)
2 2" ASPHALT CONCRETE PAVEMENT CL. B I
03 " ASPHALT TREATED BASE
04, I ," ASPHALT CONCRETE PAVEMENT CL. B
5 2" CRUSHED SURFACING TOP COURSE
fDO
11 �ENIEN' CONCRETE SIDEWALK
0,7 "EMENT CONCRETE CURL & GUTTER
0� EXISTING CONCRETE PAVEMENT
S RETAINING WALL
IU METAL HANDRAIL
II GRAVEL BORROW
83W106
METAL
HANDRAIL
WIRING SCHEDULE
WIRE
NOTE A
CONDUIT
CONDUCTORS
1
1-1/2"
2-#8
2
2"
3-#8
1-1/2"
2-#8
3
1-1/2"
2-# 8
4
1-1/2,;
2-#8
1-1/2
3-#12 2-#8
1-1/2"
2 --# 8
5
6
2"
2 -# 8
7
1- 1/2"
2-#8 ,3-#12
I-1/2"
2-# 8,3#12
8
1- 1/2"
2 -# 8
3-# 2
9
1-1/2"
3-#12
10 I-I/2 3 - # 8
I I 1-1/2" 3-0 8
12 1-1/2
13 1-1/2 3-# 12
i j 3-# 8
8.5'
LUMINAIRE POLE
JUNCTION BOX
LEVELING GROUT
( 2.5" MAX.)
4" CONC. SIDEWALK
i CONC. CURB &
L� c_j GUTTER
2" C.S.T.C.
:d
' .. PREMOLDED JOINT
FILLER (ASPHALT)
LUMINAIRE EASE
REINFORCED EARTH WALL
NOTES: I. TOP OF LUMINAIRE BASE AND JUNCTION BOX SHALL BE
FLUSH WITH TOP OF SIDEWALK.
2. IN REINFORCED EARTH WALL AREA CONDUIT SHALL BE
PLACED BETWEEN METAL STRIPS, NO TRENCHING WILL
BE ALLOWED.
REINFORCED EARTH WALL
LUMINAIRE DETAIL
FACE OF CURB
10' SWEEP
TRAFFIC FLOW
m
CONDUIT----- \ ��
J. B.-
❑e
LUMINAIRE SCHEDULE
LUMINAIRE OF POLE ARM CIRCUIT REMARKS
POLE LOCATION
NO. TO F.O.C. LENGTH N0.
ELECTRICAL SERVICE A - CIRCUIT A -I (CITY OF TUKWILA)
I
10 + 7 5 RT.
4. 5'
8'
A- I
2
12 0 0 L T.
8. 5'
8'
E
A- I
3
13 + 50 LT
8. 5'
8'
A- I
35'HEIGHT OVERHEAD
115KVLINES
4
15 + 00 RT.
4.5
8'
A - I I PHOTO CELL ON TOP
ELECTRICAL SERVICE A - CIRCUIT A-2 (CITY OF TUKWILA)
5
1 7+ 30 LT.
8.5
8'
A- 2
LIGHTING BRACKET
ON BRIDGE
6
19 +60 RT.
-
4'
A_ 2
7
21 i-90 LT.
-
8'
A- 2
LIGHTING BRACKET
ON BRIDGE
ELECTRICAL SERVICE B - CIRCUIT B-I
(CITY OF RENTON)
8
2 4+ 15 RT.
-
4'
B- I
LIGHTING BRACKET
ON BRIDGE
9
LIGHTING BRACKET
ON BRIDGE
2 6+ 1 5 LT.
-
8'
B_ I
LIGHTING BRACKET
10
28 + 15 RT.
-
4'
B_ I
ON BRIDGE
8. 5'
8'
B- I
1 1
30 1-4 3 LT.
1 2 32 + 45 RT.
4. 5'
8'
B- I
1 3 3 4+ 46 LT.
8 .5'
8'
B -
B- I
1 4 3 5+ 9 5 RT.
4. 5'
8'
ELECTRICAL SERVICE B - CIRCUIT B-2 (CITY OF RENTON)
1 5 j
37 + 7Q LT.
8. 5'
8'
B-2
PHOTO CELL ON TOP
N,_TE: ALL LUMINAIRES SHALL BE 400-WATT, HPS MEDIUM CUT-CFF, TYPE III.
MOUNTING HEIGHT SHALL 13E 40 FEET.
SERVICE 8, , MAIN
CIRCUIT NO. BREAKER
AMPS
SERVICE A 50
CIRCUIT A -I
CIRCUIT A-2
SERVICE B 50
CIRCUIT B-I
I CIRCUIT B-2
-U-)I
O
co
10' SWEEP w
Fr-
+ 1r 5� � N I�
PREMOLDED JOINT'
FILLER (ASPHALT)
ELECTRICAL CONDUIT
PLACEMENT
--. emu,-V rW^A\/AYI, ILl
VL 1 NI L_
LIMITS OF RCADWAY EXCAVATION a GRAVEL BORROW
EngineersConsulting • An
Washington
LUMINAIRE
BASE
FLOW
/I\ I REVISED PER RECORD DWG.
NO. T REVISION
PI PE
BREAKERS &
CONTACTORS
SCHEDULE
BRANCH
CONTACTORI
BREAKER
AMPS
REMARKS
AMPS
CITY OF TUKWILA
t -
15
30
LUMINAIRES I THRU 4
15
30
LUMINAIRES 5 THRU 7
CITY OF RENTON
2 0
30
LUMINAIRES 8 THRU 14
LUMINAIRES 15 & FUTURE
20
30
0.5"GALVANIZED OR NON -CORROSIVE
BOLTS AND NUTS.
\ 4 EA. - 9.25" x 2" x 5" STRAFS, WEL
TO 0.75 DIA. FRAME. SPACE
UNIFORMLY
MAX 3'
SPACI N(
45°
-'" NELDED
%ME
DIA. FRAME !
J.7r," DIA.
CITY F" RENTON
I) 1, DEPARTMENT OF PUBLIC WORKS
z �� _ S.W. G R A DY WAY
BRIDGE REPLACEMENT
FSSinVAL
_ TYPICAL ROADWAY SECTIONS & DETAILS
DESIGNED' / BK DATE APRIL, 1982 .- FILE NO.
DRAWN BK
i DSP SCALE NONE FIELD BOOK -PAGE-- PAGE
LR 3-16-87 CHECKED,
BY APPR. DATE APPROVED_ SHEET 2Q OF_ 3
DIRECYOR OF PUBLIC WORKS
SCANNED MAR 2 8 2003 '�, c-/ l7la