HomeMy WebLinkAboutzT-1691SetCURVE DATA
P_ = 15' R= 4-0'
L = 91' 23' 54" A= 91o° 2G'4?_"
L = 23. 93' L= 63. 14'
-r= 15.3 T= 28.39'
TALBOT RD.
434+68.21
A END CON STRUCMON
33' 33'
Y
__..... _ a SCALE IN FEET
PROPOSED I EXISTING
FUTURE
ROADWAY CONSTRUCTION NOTES
Iwfs CONSTRUCT STANDARD SIDEWALK PER DETAIL SECTION A -A,
REMOVE EXISTING SIDEWALK CURB D - CONSTRUCT
NEW STANDARDSIDEWALKPERDETTAILSECTION A A,
CONSTRUCT ROADWAY PER DETAIL SECTION A -A,
REMOVE EXISTING SIDEWALK, CURB AND GUTTER,
I CONSTRUCT CURB AND GUTTER PER DETAIL,
LEGEND _
PROPOSED I EXISTING I FUTURE
0.5'
R
SLOPE TO MEET
EX15'T. GvOVNo
AT PQOP, LINE. 1
33'
32'
L4 ': l' II I 2.07.
CONCRETE SIDEWALK
3 "GLASS "B" ASP► IALT CONCRETE -
3" A5PHALT TREATED BASE
2" CRUSHED SUIZFAC1NG (l4" M 'NUS) -
33'
32'
1
d T
ae'
END SECTION A —A
NO SGALF_
/ RADA15 IV-4Y 6E /W
5!" �fOk'/Y 01T EOGEO.
2
j I
r
CURB AND GUTTER DETAIL
R
—SLOPE TO MEET
E -MIST. 6ROUNro /iT
PROP. LINE
�'— EX%ST. CGR.
:TE SIDEWALK
GL TTER
PROVIDE ALL MATERIAL EXCEPT THAT SPECIFICALLY DESIG'IATED TO BE
SUPPLIED BY THE CITY, INSTALL ALL ITEMS,
SIGNAL CONSTRUCTION NOTES
DISTANCE FR:
(1) FACE OF CURB
MAST (2) CENTERLINE
ARM PEDESTRIAN PEDESTRIAN PEDESTRIAN OR (3) EDGE OF
NO, DESIGNATION FOUNDATION LUMINAIRE LENGTH VEHICLE SIGNALS SIGNALS PUSHBUTTON PUSHBUTTONS STATION PAVEMENT ELEVATION REMARKS
HEAD MTG, DISTANCE FR QUAN, MTG, SIGNS QUAN,
NO, TYPE SHAFT C.L. TYPE QUAN,
TRAFFIC MAST ARM 3'X3'X7' 40OW S.V. 35' 1 L 35' 1 B 2 1 410 +74 RT 6,5' FROM FLUSH WITH VEHICLE SIGNAL #1 TO BE PROVIDED AND INSTALLED IN THE FUTURE, NOT PART OF THIS
SIGNAL POLE 2 L 28' FACE OF SIDEWALK PROJECT. PROVIDE THREADED PIPE COUPLING 4" FROM END OF MAST ARM AND CAP,
3 L 16' CURB
OTRAFFIC MAST ARM 3'X3'X7` 40OW S,V, 30' 5 L 1 B - - 409 +78 RT 45' FROM 8419 INSTALL WITH MAST ARM PARALLEL TO CENTERLINE OF FUTURE TALBOT ROAD EXTNESION,
SIGNAL POLE 6 L 20' TALBOT RD, PEDESTRIAN SIGNAL #23, 2 PEDESTRIAN PUSHBUTTON SIGNS AND 1 PEDESTRIAN" PUSH -
CENTERLINE BUTTON TO BE INSTALLED IN THE FUTURE, NOT PART OF THIS PROJECT,
TRAFFIC MAST ARM 3'X3'X7' - 30' 7 L 30' 1 B - - 409 +73 LT 36,5' FROM 85.5 MAST ARM POLE WILL BE SUPPLIED BY THE CITY, LUMINlAIRE ARM, LUMINAIRE, 2
SIGNAL POLE $ L 23` TALBOT ROAD PEDESTRIAN PUSHBUTTON SIGNS, AND 1 PEDESTRIAN PUSHBUTTON WILL BE INSTALLED IN
9 L 11' CENTERLINE THE FUTURE, NOT PART OF THIS PROJECT,
(D �: TRAFFIC MAST ARM 3'X3'X7' 40OW S.V. 30' 10 L 30' 2 A 2 1 9 +47 LT 6,5' FROM FLUSH WITH INSTALL MODIFIED TYPE B SERVICE AND CABINET ON POLE SHAFT, SEE SPECIAL
SIGNAL POLE 11 L 19'. FACE OF SIDEWALK PROVISIONS FOR MODIFICATIONS, VEHICLE SIGNlAL #11 TO BE PROVIDED AND INSTALLED IN
12 K - CURB THE FUTURE, NOT PART OF THIS PROJECT, PROVIDE THREADED PIPE COUPLING IN MAST
ARNI 19' FROV11 SHAFT CENlTERLINE AND CAP,
5DTRAFFIC SIGNAL 2'X2'X3' - - 4 H _ _ _ _ - 10 +50 RT 6,5' FROM - PEDESTRIAN SIGNAL # 22, 2_PEDESTRIAN PUSHBUTTON SIGNS AND 1 PEDESTRIAN
POLE TYPE I 5 H FACE OF PUSHBUTTON TO BE INSTALLED IN THE FUTURE, NOT,PART.OF THIS PROJECT,
CURB
OPEDESTRIAN PUSH- 1,5'X1,5'X - - - - - - 2 1 409 +65 RT 36' FROM 85;8
BUTTON POST 1.5' TALBOT ROAD
CENTERLINE
OPEDESTRIAN PUSH- 1,5'X1,5'X - - - - - - - 2 1 409 +72 LT 22' FROM FLUSH WITH
BUTTON POST 1,5' TALBOT ROAD EXISTING GRADE
CENTERLINE
OPEDESTRIAN! SIGNAL 2'X2'X3' - - - - 1 D 2 1 9 +47 RT 28,5' FROM FLUSH WITH
POLE TYPE I -B PUGET DRIVE EXISTING GRADE
CENTERLINE
90 PEDESTRIAN PUSH- 1,5'X1.5'X - - - - - - 2 1 410 +74 LT FACE FROM CURB FLUSH SIDEWALK 40 CONSTRUCT CONCRETE SIDEWALK 6' WIDE FROM EXISTING SIDEWALK AT APPROXIMATE
DUTTON! POST 1.5' - — - O STA 410 +86 (TALBOT ROAD) TO END OF CONCRETE CURB AND GUTTER SECTION AT
10 CONTROLLER, TYPE M -1 CABINET AND FOUNDATION AT STA 410 +62 RT, WITH STREET , APPROXIMATE STA 10 +62 (PUGET DRIVE), CURB AND GUTTER WILL BE INSTALLED
SIDE OF FOUNDATION. 8' FROM THE FACE OF CURB, INSTALL TO SAME GRADE AS �` - 20 6'X6' INDUCTION! LOOP VEHICLE DETECTOR, CONDUIT FROM JUNCTION BOX WILL BY OTHERS,
BACK EDGE OF SIDEWALK. CONTROLLER AND CABINET WILL BE SUPPLIED BY CITY, DI STUBBED UNDER CURB MARKED WITH R ''Y" CUT INTO THE FACE OF CURB
DIRECTLY ABOVE THE CONDUIT, 41 CONSTRUCT CONCRETE SIDEWALK 6' WIDE FROM EXISTING SIDEWALK AT APPROXIMATE
11 JUNCTION BOX, DESIGN B 21 REMOVE EXISTING CONTROLLER, CABINET AND PEDESTAL, STA 410 +66 (TALBOT ROAD) TO END OF CONCRETE CURB AND GUTTER SECTION AT
APPROXIMATE STA 9 +33 (PUGET DRIVE), CURB AND GUTTER WILL BE INSTALLED
12# JUNCTION BOX, DESIGN B. NOT PART OF THIS PROJECT, __ ttil BY OTHERS,
22 REMOVE EXISTING WOOD POLE AND SPAN IRE SIGNAL SYSTEM, .
13 JUNCTION BOX,
DESIGN B. PROVIDE ELBOWS AND EXTEND EXISTING PVC CONDUIT FOR 42# 23 REMOVE EXISTING WOOD POLE, LUMINAIRE ARM, AND METER BASE, SPLICE WIRE FROM LEFT TURN INDUCTION LOOP TO 2/c SHIELDED CABLE
PUGET DRIVE LIGHTING SYSTEM INTO JUNCTION BOX, INSTALL la" PVC CONDUIT AND PRESENTLY USED FOR THROUGH LANE INDUCTION LOOP, MAKE APPROPRIATE
248 WIRES TO EXISTING - JUNCTION BOX (ILLUMINATION RUN #25), SPLICE TO 24 POLE AND OVERHEAD LINE TO BE-REMOVED BY TELEPHONE COMPANY, WIRING CHANGE AT CONTROLLER,
EXISTING #8 WIRES IN EXISTING JUNCTION BOX AND TO PUGET DRIVE STREET LIGHT
25# 6'X6' INDUCTION LOOP VEHICLE DETECTOR, NOT PART OF THIS PROJECT, 43 CONNECT WIRES FOR STREET LIGHTS #43 AND FUTURE #42 TO EXISTING STREET LIGHT
CIRCUIT IN NEW JUNCTION BOX, CIRCUIT IN BASE OF STREET LIGHT POLE, USE WYE TYPE QUICK DISCONNECT KIT,
14 JUNCTION BOX, DESIGN B,,, INSTALL 40' FROM TALBOT ROAD CENTERLINE AND 26" 6'X40.: INDUCTION LOOP VEHICLE DETECTOR WITH 6'X6` HEAD LOOP, NOT PART
WITHIN FUTURE ISLAND AREA INDICATED ON THE PLANS, SET TO SAME GRADE OF THIS PROJECT, 44 SPLICE STREET LIGHT WIRES FOR STREET LIGHTS #40,41 TO EXISTING STREET
AS FOUNDATION TOP OF MAST ARM SIGNAL POLE #2, LIGHT CIRCUIT TERMINATED IN JUNCTION BOX BY OTHERS,
' 27 DESIGN B JUNCTION BOX AT BASE OF EXISTING POWER POLE, COIL 50' #1L_ WIRE.
O JUNCTION BOX, DESIGN B, INSTALL 37` FROM TALBOT ROAD CENTERLINE AND PROVIDE 30' OF RIGID METAL CONDUIT, 1 WEATHERHEAD AND SUFFICIENT STRAPS TO
WITHIN FUTURE ISLAND AREA INDICATED ON THE PLANS, SET TO SAME GRADE AS INSTALL CONDUIT AND WEATHERHEAD ON POLE, ALL ITEMS TO BE INSTALLED ON " INDICATES FUTURE CONSTRUCTION NOTES, NOT PART OF THIS PROJECT,
FOUNDATION TOP OF PEDESTRIAN PUSHBUTTON POST #6, POLE WILL BE INSTALLED BY PUGET POWER CO,
O16 JUNCTION BOX, DESIGN B. INSTALL AT STA 409 +76 LT, 35' FROM TALBOT ROAD
CENTERLINE, SET TO SAME GRADE AS FOUNDATION TOP OF MAST ARM SIGNAL POLE
$. CITY OF RENTOP
#3. /
,, 9£ctssEF� °.•�" E DEPARTMENT OF ENGINEER
I TRAFFIC ENGINEERING DIV1.
AK A,Q M Y6LSO s
17 JUNCTION BOX, DESIGN B. INSTALL AT STA 9 +50 RT, 27' FROM PUGET DRIVE CENTER Y ,' �°
" SET FLUSH WITH EXISTING GRADE, ����'n�` SIGNAL INS7ALLAT
LINE, _` TALBOT RD-PUGET
A 18 6'X6' INDUCTION LOOP VEHICLE DETECTOR, su,
washinglon DESIGNED It, PF.
DATF�F°t /9ia FILE NC
DRAWN .F
SCALE 45 Noteof FIELD 8o
19 6'X10' INDUCTION LOOP VEHICLE DETECTOR, ENGINEERS ARCHITECTS PLANNERS SURVEYORS CHECKED
13401 BELLEVUE -REDMOND ROAD, S. 101, BELLEVUE, WA. 98005 NO. REVISION BY APPR. DATE APPROVED I SHEET_
Ar_ -
i 1 1 1 a I 1 i Y I 1 I _jr 1 -- -X I _ I i. I b- I I I I _x 11 1 _.. 1 -_. 1 - -i- - -: —
•20 10 0 20 40 60 80
\ \ SCALE IN FEET
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36
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INDICATES SIG/VAL /TEM TD BE \ \ \
INSTALLED /N THE A'UTUIZE. NOT
/ PART OF THOS PROJECT. SEE SPEC /AL \ \<
PRO(/ /S /ON A/VD CONSTRUCT /ON NOTES.
r CONTROLLER A/VD CAB /NET W ILL BE• \ \
SUPPLIED BY THE C /TY.
IT STREET LIGHT P ®LE WILL BE SUPPLIED \
ar rAl—C, C/T
a l
q
��
NO.
REVISION
BY
APPR.
DATE
A \IAL
CITY OF RENTON
�
0-
ENGINEERING DEPARTMENT
SIGNAL INSTALLATION
I DATE
1�4n►1
TALBOT RD- GRADY WAY
�\
Wd511ing[On
DRAWX
DESIGNED -PF
L F
DATE Salt. /973
FILE NO.
ENGINEERS ARCHITECTS PLANNERS SURVEYORS
CHECKED
DRAWN
SCALE >q3 /VO %qA
F16D \oor �A6C_
13401 BELLEVUE- REDMOND ROAD SUITE 101
BELLEVUE, WASHINGTON 98005
PROJECT ENGINEER
_
I
CHECKED
APPROVED
SHEET 5 OF 9
PROJECT DIRECTOR
a l
SIGNAL WIRING SCHEDULE
RUN RUN
NO, CONDUIT SIZE WIRE SIZE FUNCTION NO. CONDUIT SIZE WIRE SIZE
Al EXISTING h" 1 -2 /ci INDUCTION LOOP VEHICLE DETECTORS 16 2" 1 -2 /ci
A�tAg
-
CONDUIT
2 - #4
EXISTING STREET LIGHT WIRES
WIRE SIZE
FUNCTION
2 -2 /cII.
A2 ` \
EXISTING h"
1 -2 /ci
INDUCTION LOOP VEHICLE DETECTORS
17
EXISTING 2"
1 -5 /c
�,e
� A24-144
PED, SIG, #23 & P.P.B. 42�
CONDUIT
2- #4
� n
STREET LIGHTS #41,442,(& FUTURE #45)
PED, SIG, #23 & P.P.B.
CONDUIT
244
�.
�
INDUCTION LOOP VEHICLE DETECTOR
INTERCONNECT 42
1�3
2"
1 -5 /c
MAST ARM
1 -5Ic
VEH, SIG, #8
244
STREET LIGHT CIRCUIT
2 -2 /ci
CONDUIT
STREET LIGHT #41 (& FUTURE #45)
1 -5 /c
VEH, SIG, #9
I
2 -2 /cII
444
STREET LIGHT CIRCUIT
PED. SIGS, #22,23 & P,P,B,'s
1 -5 /c
VEH, SIG, #10
INDUCTION LOOP VEHICLE DETECTOR 45
D.B.
2412
INDUCTION LOOP VEHICLE DETECTORS
STREET LIGHT #41 (& FUTURE #45)
INTERCONNECT
2„
1 -8 /c
VEH, SIG, #5
2_�"
1 -8 /c
VEH, SIGS, #8,9,10 1
-5 /c
VEH, SIGS, #4,5,6:7
1 -8 /c
PED, SIGS. #24,25, & P,P,B,s
VEH, SIGS, #4,5,6,7
244
i 4 �� BPts3
PED, SIGS, # 22,23 & P,P,B,'s
1 -2lc
244
P.P.B.
STREET LIGHTS #41,42(& FUTURE #45)
/20\\
STREET LIGHT # 41 (& FUTURE #45)
2- #4
STREET LIGHTS #41(& FUTURE #45)
2k"
1 -8 /c
2 -2lci
���Bz tB�
A
2 - #4
hir
1 -2 /c
P.P.B.
2 -2 /cII
6
D.B.
2412
INDUCTION LOOP VEHICLE DETECTORS
/ \
21
MAST ARM
1 -5Ic
57
1 -5 /c
PEDESTRIAN SIGNAL HEADS`
EXISTING 3"
CONDUIT
1 -8lc
1.8 /cI
VEH, SIGS, #8,9,10
PED, SIGS, #24,25 & P,P,B,'s
1 -5Ic
2-2/c
INDUCTION LOOP VEHICLE DETECTORS
22
2"
1 -8 /c
D O N T
244
STREET LIGHT #41(& FUTURE #45)
2#"
W A L K
O
EXISTING 2"
2 -2 /c II
INTERCONNECT
23
1 -8 /c
1 -8 /c
CONDUIT
244
STREET LIGHTS #40
I 2 -2 /c
VEHICLE SIGNAL HEADS '2
EXISTING 2"
1 -2 /ci
INDUCTION LOOP VEHICLE DETECTORS
- #4
2 -2 /cli
CONDUIT
248
STREET LIGHT 'CIRCUIT, SEE CON-
1 -2/ci
PRESENT
STRUCTION NOTES #19 & 21,
10
12"
248
a
STREET LIGHT CIRCUIT
24
1k"
1 -2 /ci
REGULAR OPTICALLY PROGRAMMED
11
1"
I -2 /ci
INDUCTION) LOOP VEHICLE DETECTORS
2
2"
1 -81c
12
311
1 -8 /c
VEH, SIGS, #8,9,10
1 -8 /c
n n
-12 R) -12 e-12"
11
0 —12
1 -8 /c
PED, SIGS, #24,25 P,P,B,'s
oA - 8" �A — 8" �A — 8J1
O - 12'°
2 -2 /cii
3 =2 /ci
&
INTERCONNECT
INDUCTION LOOP VEHICLE DETECTORS
26
h"
2 44
1 -2 /c
244
244
STREET LIGHTS #40,43(& FUTURE #44,46)
STREET LIGHT #41(& FUTURE #451
27
2 -3"
1 /c
G —12° G ° 8" 4 — 12
O o
(,G 1211
-8
1 -8 /c
13
MAST ARM
1 -5 /c
VEH. SIG, #11
9, io, i2
-
1 -5 /c
VEH. SIG, #12
1 -8 /c
1 -5 /c
VEH, SIG. 913
/c
1-8/c
1 -8 /c
14
2k,,
1 -8 /c
VEH, SIGS, #11,12,13
1 -8 /c
FUTURE
1 -8 /c
PED, SIG, #26, & P.P.B. (& FUTURE
1 -8 /c
PED, SIG, #27 & P;P,B,)
1 -8 /c
REGULAR
244
STREET LIGHTS #40,43 (& FUTURE #44,46)
244
STREET LIGHTS #40 (& FUTURE #44,46)
1 -2 /c
O — 12"
15
"
I
II
4 -2 /c i
3
-8 /c
1 -8 /c
VEH. SIGS. #8,9,10
VEH, SIGS, #11,12,13
6 =2 /c
1 -2 /ci
O — 811
1 -8 /c
PED, SIC-S, #24,25 & P,P,B,'s
1 -8 /c
PED, SIG, #26 & P.P.B. (& FUTURE
1 -2 /ci
PED, SIG, #27 & P,P,B,'s)
G — 811 2 -2 /cII INTERCONNECT
7, /3 3 -2 /ci INDUCTION, LOOP VEHICLE DETECTORS 28 MAST ARM 1 -5 /c
244, STREET LIGHT #40(& FUTURE #44,46) 1 -5 /c
244 STREET LIGHT #41(& FUTURE #45)
FUTURE MIRING SCHEDULE
FUNCTION RUN
AO,
CONDUIT SIZE
WIRE SIZE
FUNCTION
INDUCTION LOOP VEHICLE DETECTORS
INTERCONNECT 40
EXISTING
1 -2 /cI
INDUCTION LOOP VEHICLE DETECTOR
CONDUIT
244
STREET LIGHT CIRCUIT
PED, SIG, #23 & P.P.B. 42�
1 #"
1 -2 /ci
INDUCTION LOOP VEHICLE DETECTOR
PED, SIG, #23 & P.P.B.
244
STREET LIGHT CIRCUIT
INDUCTION LOOP VEHICLE DETECTOR
INTERCONNECT 42
h"
244
STREET LIGHT CIRCUIT
PED, SIGS, #22,23 & P,P,B,'s 43
EXISTING
244
STREET LIGHT CIRCUIT
PED, SIG, # 23 & P.P.B.
CONDUIT
STREET LIGHT #41 (& FUTURE #45)
I
h"
444
STREET LIGHT CIRCUIT
PED. SIGS, #22,23 & P,P,B,'s
INDUCTION LOOP VEHICLE DETECTOR 45
D.B.
2412
INDUCTION LOOP VEHICLE DETECTORS
STREET LIGHT #41 (& FUTURE #45)
INTERCONNECT
VEH, SIG, #5
VEH, SIG, #6
VEH, SIG, #7
VEH, SIGS, #4,5,6:7
VEH, SIGS, #4,5,6,7
PED, SIGS, # 22,23 & P,P,B,'s
INDUCTION LOOP VEHICLE DETECTORS
STREET LIGHT # 41 (& FUTURE #45)
INTERCONNECT
FUTURE INDUCTION LOOP VEHICLE DETECTOR
INDUCTION LOOP VEHICLE DETECTOR
VEH, SIGS.. #1,2,3
PED, SIG, #21 (& FUTURE PED, SIG,
#28 & P,P,B,)
STREET LIGHT #40 (& FUTURE #44,46)
P.P.B.
VEH, SIGS, #1,2,3
PED, SIG, #21 (& FUTURE PED, SIG,
#28 &P,P,B,)
VEH, SIGS, #4,5,6,7
PED, SIGS, #22,23:& P.P.B.
VEH, SIGS, # 8;9,10
PED, SIGS #24,25 & P,P,B,'s
VEH, SIGS, #11,12,13
PED, SIG, #26 (& FUTURE PED, SIG,
#27 & P,P,B,)
P.P.B.
INTERCC�(ivt CT
INDUCTION LOOP VEHICLE DETECTORS
FUTURE INDUCTION LOOP VEHICLE
DETECTOR (LOOP #2)
FUTURE INDUCTION LOOP VEHICLE
DETECTOR (LOOP #1) INDICATES FUTURE CONSTRUCTION NOTES AND WIRING RUNS, NOT
PART OF THIS PROJECT,
VEH, SIG, #1
VEH, SIG, #2 I INDICATES SPECIAL 2/c SHIELDED CABLE. SEE SPECIAL PROVISIONS,
1 -5 /c VEH, SIG, #3 f
II INDICATES TWISTED PALR, SEE SPECIAL PROVISONS,
29 1" 248 SERVICE FOR SIGNALS AT
TALBOT ROAD - GRADY WAY
INTERSECTION t
tsgy�s > °��o..ttf �,_ CITY OF RENTON
3@.�oF Hiy.p DEPARTMENT OF ENGINEERING
TRAFFIC ENGINEERING DIVISION
� SIGNAL INSTALLATION
% t1fCl$TEit`;:: �� `��d5 ERA' ���'•.
` rO,11�L ��' y s ..., -� TALBOT RD
-- G R A DY WAY
�'�� g°
W35hington DESIGNED �-'�
DATF�7:� /9i3 FILE NO.
DRAWN F'
ENGINEERS ARCHITECTS PLANNERS SURVEYORS CHECKED CALF /ls /Yor�d FIMD s0G1c PAG�-
13401 BELLEVUE - REDMOND ROAD, 5. 101, BELLEVUE, WA. 98005
NO. REVISION BY APPR. DATE APPROVED SHEET OF 2
4a W4