HomeMy WebLinkAboutzT-1402SetCONSTRUCTION NOTES
0 SIGNAL POLE NO. 1. SIGN N_(l_=
l . siQ..al pole foundation at sta 7 41 it. rt. Install Type LIESSRGE SIZE
11 Signal *e with 40 ft, mast -arm. losta! terminal compartment. I LIND AVE SW 18' X REQUIRED LE11-111
Install 2 wehic!e sigral heads with type — licurinng. install plastic
2 SW 39TH ST 18' X REQUIRED LENGTH
olug in unused signal head coupling. Instal' I pedestrian signal head
LEFT TURN ONLY CRS -SL) 30' X 36"
with type 1' mounting an west side of Signal install I Il
04 RIGHT TURN ONLY (RS-5R) 30' X 36"
,E'Z-tr�ar, LSh-t1!tt3n :., ncrth side of signal Instal', 1 uni-
DotiCil detector. !retail I street-^Sle Sign.
0 KY41m PC,_, N5, 2. 01 20, Lf 0 1
Instal!
pedestrian Pedestal fourlation at 5ta 74+60, 45 ft. rt.
;r-I.all pedestrian pedestal type 'PS'. install 2 pedestrian signal
�.EECS With t,'Pe "' mounting. install 2 pedestrian Push-buttons (one
cn =--Bt stile of pole and one on -South side of pole.
0 STENAL - NO. 3.
iiL
p 10
1-.stEll 5,;nai ale foundation at eta 74+49, 38 it. It. Install Type
l" s!znai pole with 38 -it. east -arm. Install terminal compartment.
Install 37 vehicle signal heads with type 'L' mounting. Install I
pt,eEtrian signal head with type 'B' mounting on south side of II
pole. Install 1 pedestrian push-button an west side of signal signal L IND A V11LE
pole. •
install 1 uni-directioril optical detector. install lusinaire (re-use
existing unit from rwiic,e luainvre standard). Install] street -name 6
sign.
WM
IA
JI
72
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82 U G
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S,D
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c\J
7,
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Jti
(D SIGNAL FPJL= NO. 4.
,tall signal pole foundation at ale 75+29, 37 it. It. Install Type 11
s:qrial pole with 30 ft. mast -arm. Install terminal compartment.
1,.,= ,a
. 11 2 vehicle signal heads with type 'L' mounting. Install I uni-
directional optical detector. Install ! street -name sign. Instal!
tra;Tic control Signs.
OSIGNAL _"ONTROLLER.
install foundation for signal controller cabinet type *P' at eta
75.48, 52 it. rt. Install controller cabinet and internal equipment.
OJ'JINCTION BOX, TYPE 1.
install :untion box, type I. (See.. Sid Plan
J..NCT;,31N BOX, TYPE 2.
install 'unction box, type 2. (See Std Plan J-11a).
OJL'NCTIJN BOX, TYPE 1.
Insla'! junction box, type 1, ad - latent to PSPLCO vault (approximately
416 -reet west of centerline of Lind Avenue SW). Final location for
jarction box to be coordinated with PSPLCO, Leave Sufficient length of
power conductors in junction max for connection '0 Power source.
OLOOP DETECTOR, TYPE 2.
Install 6' x 6' loop detector, type 2. (See Std Plan J-8a).
(D LUMINAIRE STANDARD REMOVAL.
Remove luminairE standard. Re-use luminaire on signal pole no. 33.
Transport lusinaire standard to City of Renton storage yard. Remove
foundation.
GJUNCTION BOX RELOCATION.
Relocate junction box to new location behind new curb. Intercept
existing conduits and re-direct to new junction box location. Match
existing conduit for size and material. Remove and replace
illumination conductors as required to position splice(s) in relocated
junction box,
—7
------- S.D.
E E
E
WIRE NOTES
RUN
No.
CONDUIT
CONDUCTORS
1 , 2, 8, 4, 5, 6
2#81powerl
Z�s
2-
Interconnect cable (to be installed by City)
A3
3',3',3'
(3-2csh,1-3csh,3-5c)(2-2cih,1-3csh,1-5c)
D s n By D. HAMLIN
P14RSE
(1-3csh,3-50
HVID 1. HKIN ASSOCIATES
S
3-
1-21sh,3-5c
/5\
3',3'
(2-2csh,1-3csh,1-5c)(1-3csh,3-5c)
ZL
3-
1-3csh,3-5c
RE
APT.
L
Z�s
3.
1-3csh,1-5c
AS
3-
1-2csh,2-5c
1�s
3-
2-5c
A
I�t"
1-2csh
A
1-1/2'
4112(twistEd pairs]
A
1-11/2'
6#12(twisted pairs]
A
2-
101121twisted pairs]
A2-
R ---A
1 R R___
2#8 [illumination'
7
\\/ I —
If
7 II8 j43,i�
t I
8431
m
i
NwS
�
cf�
4
INTERSECTION PHASING
4-
14 IEO
2 PEO '7
aw
7 10
W M
+
6
9
9
G II 811
2 +
q) 9
Q 861/862
(b
2 G to
Lai
00 841
+
Z
2
fl 4
5
D9 it 3
13
8
F EXISTING PSPLCO VAULT
SIGNAL DISPLAY
TUNNEL VISORS (ALL SECTIONS)
:KPL TE
/-Z-CMTX V188R
-I.-L— OR-
LUMU 6011T&
R 12" R 12"
A 12" A 121,
91 91 io, I
EG 12 G 1211
SEQUENCE DIAGRAM
PHASING DIAGRAM
1+6 2+6
RP
LEGEND
CONTROLLER CABINET
5fGNHL PULE
LUNINAIRE
► VEHICLE SIGNAL HERD
_{D PEDESTRIAN SIGNAL HEAD
OPTICAL DETECTOR
OVERHEAD SIGN
JUNCTION BOX, TYPE 1
EI JUNCTION BOX, TYPE 2
CONDUIT
6' X 6' LOOP DETECTOR
0-i PEDESTRIAN PUSH•BUTTON
HE 0-
—1
1 , 2, 8, 4, 5, 6
EMER
D s n By D. HAMLIN
P14RSE
NOS
HVID 1. HKIN ASSOCIATES
S
a
3
4
5
6
7
8
9 FLASH
RE
APT.
L
7
<G-
A
R
R
R
R
R
R
R R
q
R R
2
V
_ 1,2
JF-4--_
R
Jz
R
iz
R
V_
G
--k-
A
_7k_
R
_
R
_ R
G
R
8
R ---A
1 R R___
G
R
R
1 G
j 8
1 5,8
G
R_
G__
R
R
R
R
R R
R
R
_
_A
FOW
Dw
DW
DW
DW W
DW BLANK
DW
DW
DW
DW
DW
DW
13W
I DW
DW
W
'DW'
DW BLANK
, DW
DW
I OW
PHASING DIAGRAM
1+6 2+6
RP
LEGEND
CONTROLLER CABINET
5fGNHL PULE
LUNINAIRE
► VEHICLE SIGNAL HERD
_{D PEDESTRIAN SIGNAL HEAD
OPTICAL DETECTOR
OVERHEAD SIGN
JUNCTION BOX, TYPE 1
EI JUNCTION BOX, TYPE 2
CONDUIT
6' X 6' LOOP DETECTOR
0-i PEDESTRIAN PUSH•BUTTON
7
1 , 2, 8, 4, 5, 6
D s n By D. HAMLIN
HVID 1. HKIN ASSOCIATES
S
INTERSECTION SIGNALIZAI -ION
-
14—D—A VENUE ——Ta
S I G N A L
P L A N
Dvin By o — — — — — — — —
— — —
J 1
1606 8th Avenue Nor t h
S a t t I e , Wa S k i n 9 t o n 98109
AT
Ckd By : — — — — — — — —
— — —
-
(206) 281 8111
DATE JUNE, 1686
��'T OF _',5l
S� 110
101 -- L IND AVE.
co
iff
co-- _
- 6 -
- - --
—y
73
10
— 13 74 +98 75 cV 8
_ __ -- - - -- 10 _ -- of III _ - -,;
13 ' -- 76 ?
{Q
-- -- �— 12 5 =
— ° 7 �
cu 9 -
x
L //�/p F STA 0 +56
CO
h F.. U F /
__� �_ xnw co w —_ 9 II 10� /
STA 0 +70
If LY ONLY
_
— 79 _ - - -- �I 13 '
_ 13 14, I�
7
6 — I�
o �
-- — — — —_ _— 17
oz z II I�
(- _p — II 13 II 8
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M Q M N
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C/) a3
ROADWAY NOTES (SEE SHEET 2
II ��
II �Il
e/ 20' L�
I STA I + 75
II 0 lY ONLYII
CHANNELIZATION NOTES r2
ire inn
1.
All work and materials shall be in accordance
7. A copy of-the-approved--plans.--must be on the job
tO Remove center stripe and buttons, approx. sta 75 +38 to approx. sta
o
with City ofdFenton Standards and Specifications
site whenever construction is in progress.
78 +75.
II
(1979 Edition) and 1984 Standard Specifications
II
for Road, Bridge and Municipal Construction
8. All disturbed areas not receiving landscaping shall
2 Remove lane stripe, approx. sta 75 +48 to approx. sta 78 +55.
O
(State of Washington).
be hydroseeded with rye grass. Seeding shall be done
using an approved hydroseeder or as otherwise approved
O Remove lane stripe, approx. sta 75 +48 to approx. sta 78 +00.
2.
Existing utility locations are approximate only.
It shall be the Contractor's to
by King County Department of Public Works. Seeding shall
4O Remove lane stripe,
II II
responsibility verify
locations
ions and inverts prior to construction.
e used only between April and October.
approx: sta 71+46 to approx. sta 74 +48.
9. The storm drainage system shall be constructed
O Remove portion of RR crossing warning bar that extends into new
II II
3.
All dewatering required shall be done in
according to the approved plans which are on file
northbound left -turn lane.
�
accordance with Section 7- 11.3(01) 1984 Standard
in City of Renton Department of Public Works central
Specifications for Road. Bridge and Municipal
records. Any deviation from the approved plans will
O Lane stripe (Type 2 markers).
fA
"M)
Construction (State of Washington).
require written approval from the Department of
Public Works.
Fainted center stripe.
O
4.
Unless otherwise noted, storm drain pipe shall be
rubber gasketed concrete (ASTM C -14 -II or ASTM C- 76 -II)
10. Soil compaction shall be in accordance with ASTM
O Fainted 8' gore stripe.
galvanized steel with asphalt treatment 1 or
D -1557 (Modified Proctor).
9 Thermoplastic
O
I�
II CONTINUE CENTERSTRIPE 8 BUTTONS TO WEST END OF SW 39th ST.
better, aluminized steel Type II or better (16
min.) helically corrugated metal
crosswalk stripe (1' wide).
CONTINUE LANE STRIPE TO WEST END OF SW 39th ST,
gauge pipe with
watertight connecting bands; or equal. Corrugated
10 Thermoplastic stop bar (18 wide).
II
II
Plastic Pipe (CPP) shall be as manufactured by A.D.S.
or equal.
11' Thermoplastic arrow.
II
5.
Where new paving matches existing paving, apply
12, Thermoplastic 'arrow message.
�•
tack coat for proper sealing per City of Renton
l3. 16' traffic buttons is 8
O
II
requirements.
ectficatians for configuration).
P g
6.
Pipe excavation, backfill and bedding shall conform
I)
II
to Section 7 -04 of the 1984 Standard Specifications
II I
II
for Road, Bridge and Municipal Construction (State of
o
Washington). Unless shown otherwise, bedding shall be
_.
sand or pea - gravel, in accordance with Section 9 -30.7A
�xxr �ilz
of the 1984 Standard Specifications for Road, Bridge
m
D 5 n By
o. HAmuN
,���, `. S` ,1 ` =r
�,
DAVID I C I A T E S
H A M L I N & ASSOCIATES
INTERSECTION
S I C N A L I Z A T I 0 N
and Municipal Construction (State of Washington).
_ _ _ _ _ _
,; ��
m
Remaining backfill and compaction shall be in
�r �4 I CI
z N D H v E N u E s w
C H R N N E L I Z A T I 0 N PLAN
accordance with Section 7- 04.3(3) of the 1984 Standard
D W C1 B m
y
— — — — — — — — 3
Avenue
1 6 0 6 8th N'o r t h
Specifications. Water settling, will not be allowed
— — —
5 -
Seatt le, W a S �t 1 n 9 t O t1 98109
T
under roads or walks. Compact trench backfill to 95 %.
I
Ck d By:
`
(2�Ej) 28 1 81 1 1
_
DATE JUNE 1986 SH i 5__OF_5__
1
.----- - - - - --
SW 39TH ST.r
ire inn