HomeMy WebLinkAboutTRO4103736.5SEC 15, TWP 23N, RGE 5E, W.M.
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2 1 " NIPPLE 1 2
85 2
B4 d B6 e
B9
B1
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PAINT SPECIFICATIONS:
ALL STEEL SIGNAL POLE
PARTS SHALL BE
GALVANIZED. ALL POLE
METAL COMPONENTS SHALL
BE FACTORY PRIME AND
POWDER COATED.
FINISH COLOR: RAL 9005TX
"JET BLACK" (SEE SPECIAL
PROVISIONS)
81 1 00
] j
C
--�U----__-(�) E
EXAMPLE SIGNAL 13 1/2"-16" BASE DIA f
STANDARD NO. 2, ROAD ROUND SMOOTH STEEL F
SIGNAL STANDARD # LOG #, MP
TAPERED POLE
ROAD LOG # 4-1/2" -I (4) STANDARD SLOTS ACCEPTING:
(0.14 "/FT TAPER)
(4) 1 1/2"-2"0 x 60" LONG
GALVANIZED ANCHOR BOLTS
Ix
X 9 0 1 5 2 1-3/4"
X 02 . 01 .09 STEEL " PLAATETEA3618-22" SQ
STEEL
COUNTY ROAD NUMBERS SHALL BE A CIRCLE Botr
MILE POST # MINIMUM OF 318" HIGH
BASE PLATE DETAIL
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
VERTICAL CLEARANCE
MINIMUM: 16'-6"
FULFILL MUTCD REQUIREMENTS LIMITS OF VERTICAL CLEARANCE REQUIREMENT
b
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TYPE II TYPE III TYPE IV TYPE V
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN
SIGNAL STANDARD POLE STANDARD
E
a F
or
b
NMI
0
H H N
0
I
k'0
❑►
"N. N
Q
N
e
*'-CURB OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
LEGEND
o. VEHICLE SIGNAL HEAD
b. SIGN
c. STREET NAME SIGN
d. PRE—EMPT DETECTOR
e. VIDEO DETECTION CAMERA
f. LUMINAIRE
g. PEDESTRIAN SIGNAL HEAD
h. CABINET
i. PEDESTRIAN PUSHBUTTON ASSEMBLY
j. HANDHOLE
NOTES
Ol MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
ALTERNATE NOTE 1
FOR TYPE N MOUNT ONLY
DRILL 1 " HOLE IN MAST ARM AND
INSTALL PLASTIC SPLIT BUSHING
FOR CABLE ENTRANCE.
OFIELD INSTALLED.
SIGNAL STANDARD DETAILS
1-9 9
2
I
o
I o0
M 2
TYPE PPB
PPB POST 3
TYPE PS
PED. HEAD
STANDARD
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
c � 0 C--- s E r
(� S P T T A C H,NF o
R o M o• tiT 0
G 90'
TYPICAL E1 O Q
SIGNAL ARM
ATTACHMENT
POINT
POLE ORIENTATION ANGLE
(P.O.A.) DEGREES
CLOCKWISE FROM OFFSET
LINE TO 0' POINT
0° +1 180,
270`
BASE PLATE 0
LOCATION STATION
SIGNAL STANDARD DETAIL CHART
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TYPE II TYPE III TYPE IV TYPE V
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN
SIGNAL STANDARD POLE STANDARD
E
a F
or
b
NMI
0
H H N
0
I
k'0
❑►
"N. N
Q
N
e
*'-CURB OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
LEGEND
o. VEHICLE SIGNAL HEAD
b. SIGN
c. STREET NAME SIGN
d. PRE—EMPT DETECTOR
e. VIDEO DETECTION CAMERA
f. LUMINAIRE
g. PEDESTRIAN SIGNAL HEAD
h. CABINET
i. PEDESTRIAN PUSHBUTTON ASSEMBLY
j. HANDHOLE
NOTES
Ol MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
ALTERNATE NOTE 1
FOR TYPE N MOUNT ONLY
DRILL 1 " HOLE IN MAST ARM AND
INSTALL PLASTIC SPLIT BUSHING
FOR CABLE ENTRANCE.
OFIELD INSTALLED.
SIGNAL STANDARD DETAILS
1-9 9
2
I
o
I o0
M 2
TYPE PPB
PPB POST 3
TYPE PS
PED. HEAD
STANDARD
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
c � 0 C--- s E r
(� S P T T A C H,NF o
R o M o• tiT 0
G 90'
TYPICAL E1 O Q
SIGNAL ARM
ATTACHMENT
POINT
POLE ORIENTATION ANGLE
(P.O.A.) DEGREES
CLOCKWISE FROM OFFSET
LINE TO 0' POINT
0° +1 180,
270`
BASE PLATE 0
LOCATION STATION
SIGNAL STANDARD DETAIL CHART
STD.
NO.
O
REFERENCE
ROADWAY
FIELD LOCATION
TYPE
MAST
ARM
LENGTH
MT.
HT.
Al
MT.
HT.
SIGNAL MAST ARM DATA
LUMINAIRE
POLE ATTACHMENT POINT ANGLES (DEG)
FOUNDATION
DEPTHS(FT)
REMARKS
OFFSET DISTANCE (FT) (Z) (POLE TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)' W(Y)
(x)(Y)(Z)
ARM(FT)
STATION
OFFSET
LT.
RT.
P.O.A.
A2
81
B2
B3
B4
85
B6
B i 1
B 1
B2
B3
B4
B6
B 1 1
TOTAL(FT)3C
D
El
E2
F
GI
G2
H
11
3' RD.
3' SQ.4'
RD.
1
DUVALL AVE
9+40.5
27.5'
X
00
1!1
28.0'
19'
35'
27.5
25
19.5
17
22
--
8
9.3
7.5
11.6
7.5
--
10
877
14'
270
135
270
6 2
6(2)
NA
FDN PER WSDOT J-26.10
2
NE 4 ST
; 4+55.0
41.0'
X
PS
,
90
FDN PER WSDOT J-21.10
3
NE 4 ST
4+71.5
38.0'
X
PPB
270
FDN PER WSDOT J-20. 10
4
DUVALL AVE
EX
EX
X
EX
EX
5
NE 4 ST
EX
EX
X
EX
EX
6
NE 4 ST
EX
EX
X
EX
EX
7
DUVALL AVE
9+51.0
31.0'
XI
PPB
90
NOTE
1. CONTRACTOR SHALL STAKE ALL POLE LOCATIONS FOR
APPROVAL BY THE ENGINEER PRIOR TO FOUNDATION
EXCAVATION.
SIGNAL STANDARD DETAIL CHART NOTES
(1) NOT APPLICABLE; PEDESTRIAN SIGNAL HEAD SHALL USE TYPE
'D' TOP MOUNT PER SHEET, TS-02.
(2) FOUNDATION DEPTHS ARE BASED ON 2,500 PSI ALLOWABLE
LATERAL BEARING PRESSURE AS RECOMMENDED IN THE
PROJECT GEOTECHNICAL ENGINEERING REPORT PREPARED BY
THE RILEY GROUP, INC. DATED AUGUST 22, 2012.
NO. I REVISION
SURVEYED:
DESIGNED:
TDR
DRAWN:
TDR
CHECKED:
EMH
BY DATE AP P R APPROVED:
CTB
ALL HANDHOLES
AT 180•
T=3 73 605
CITY OF RENTON
3e
APPROVED BY: �'�w DATE:
APPROVED BY:
DATE:
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Project #: 15432 Store #00871
ress:
4615 NE 4TH STREET
RENTON, WA
QFC
FUELING FACILITY
wing No.:
4 of 6
SCALE: DATE:
VERTICAL: NAVD 83/1 QFC FUELING FACILITY 061 Y'201_=�
HORIZONTAL NAD 193/1991 CITY OF
Permit No. U 13000883 FIELDBOOK:
RENTON PAGE.
ONE INCH
DATUM TRAFFIC SIGNAL & ILLUMINATION PLAN DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. TS-04
IF NOT ONE INCH SIGNAL POLE CHART
SCALE ACCORDINGLY
SHEET: OF:
Cl�' 77-
A NNN N A A
APPROVED BY: _____________ DATE:
APPROVED BY.
DATE:
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