HomeMy WebLinkAboutT-436709DETAIL "H-1" I DETAIL "H-2" I DETAIL "L-4" DETAIL "L-5"
J L N � T 0,I B C X
SHOULDER 609:-nr-,) 5 3 9 rn -rl 50,rm Pall——' ;�— HI(-,`.,<NFSS
EDGE (2-
,SPHAL! CON�RLIE
(2
CUT DIAGONALS TO OVERLAP SAWCUTS
:;-r kFAV-L 13ASE
PREVENT WIRE BENDS TO GIVE FULL DEPTH bmO
SHARPER THAN 45 DEGREES AT CORNERS F-%
N N
(TYPICAL) SEE DETAIL 1. (TYPICAL) dl
PLANTING STRIP MINICUT CORNERS OVERLAP SAWCUTS L 0 C7,P 0 0 r-
SIDEWALK' CURB SECTION Q-G PREVENT WIRE BENDS TO GIVE FULL DEPTH
4, N SHARPER THAN 45 DEGREES AT CORNERS 4
II
(TYPICAL) SEE DETAIL 1, (TYPICAL)
c
A A 1.82m
SEE DETAIL 1-\
(6')
F F EDGE DF
I k -7 NT
DAVF A,:�P[-jAi T MN-CRFTE
z --U-- WIDTH OF SHOULDEER x
p I 7Z'l A A -1.82m
I k SEE DETAIL 1-\ 5
--'� E F D c -1.82m (6')- 609mm APPRC,�< (6')
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-*- E L-:D c INSERT WIRE NTH -i-- B
p
A BLUNT INSTRUMENT
7Z'
6091--rn, X E DZ 1.82m
App"0)< 4
JUNCTION BOX 609r-rin, G L 1% -, - - T E
G
50mm(2") SCHEDULE 40 E INSERT WIRE WITH B
A BLUNT INSTRUMENT
NOTE: BOX CAN BE LOCATED PVC STUBOUT
IN PLANTER STRIP OR \-50rnm (2') SCHEDULE 40 PVC
PER WSOOT STD. lb, STUB OUT PER WSDOT
BEHIND SIDEWALK IF PLAN J-11a 6x STD PLAN J- 11 A
,-609rl rn Appf�cx-
APPROVED BY THE ENGINEER. 4
DETAIL 1
25mm MIN MINI CUT CORNER
(TYPICAL) L I
WHEN REQUIRED, LOCATE BOX AND CONDUIT
BEHIND SHOULDER OR SIDEWALK
FILL SAWCUT WITH DETAIL 1
25mm MIN. MINI CUT CORNER
14.76MM(3/8")- SEALANT F E N 0 E
6.3rnm (1/4-) ENCAPSULATED 1436mm(3/8")
6.31mrr (1 /4-) FILL SAWCUT WITH
LOOPWIRES
(3 TURNS) 2 TWSTED PAIR ENCAPSULATED 14.76mrn (3/8")
1 TWISTED PAIR 14.76rnm (3/8-)— SEALANT .3
LOOP WIRE
LOOP WIRE (IF REQUIRED)
LOOPWIlRES
"T
(3 TU R N S) 2 TWISTED PAIR
1 TWISTED PAIR
LOOP WIRE
LOOP WIRE
(IF REQUIRED) —E NOT-
0
rs,
D
25mm MIN. (1.)
SECTION A -A SECTION B-13 SECTION C-C
L ELi I --_
<
2
LL
—14.76MM (3/5") EL
5Dmm 2" SCHEDULE 40 SECTION C-C I L-4-
SECTION A —A SECTION B—B f
PVC CONDUIT
63.5mm MIN. 14.76rnm (3/8") (N,
E c
50mm SCHEDULE 40
(2 1/2") MIN� 3 TWISTED PAIR
LOOP WIRE PVC CONDUIT EE NCI,
(IF REQUIRED)
SHIELDED LEAD IN
■ SECTION E-E
WIRES AS REQUIRED 63.5mm
63.5mm MIN.
ZED
SECTION E—E SECTION F—F (2 1 /2") MIN- 3 TWISTED PAIR
LOOP WIRE
(IF REQUIRED) A
SHIELDED LEAD IN
SECTION E—E -------
WIRES AS REQUIRED
SECTION D—D --j
SECTION E-F SECTION F-F
SECTION D—D
c
7
CALL 2 DAYS
F BEFORE YOU DIG
1-800-424-5555
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
FIELD BOOK: 1626 & 1628 FED. AID Na. KING COUNTY DEPT, OF TRANSPORTATION SHEET
SURVEYED: GAMMELL 91-94 AS;,/ WA
25
TOLIVER, DIRECTOR
SURVEY BASE MAP- S.B. GROSS 5/94 PAUL I OF
PROJECT Na. 400593
DESIGN ENTERED: A.TSE 4/2000
26193
SURVEY No. 28-23-05-27 21W2 116TH AVENUE S.E. PHASE [I
28
DESIGNED A TSE 4/2000 r IST SHEETS
JONAL /ONAL SOUTHEAST I 68TH STREET
CHECKED: L.M47r 4/2000 MAINTENANCE DIVISION No. 4 -EXPIRES I EXPIRES 8/16/00j TRAFFIC SIGNALIZATION DETAILS 310-30(25}
SUPERVISOR: N.POSEY 14/2000 DATE REVISION BY DATE COUNTY RW ENGINEER
T-436709