HomeMy WebLinkAbout1691.2d J C'C.L'C3I1AiIlii ruoFI—
�/ BUTTOIN POST
PEDESTRIAN PUSH--
BUTTON POST
PEDESTI, r r'-NI S I GN('I_
POLE TYI'E I—B
1,5'
1,51X1.,51X
1,5'
9 PED!ESTI, AI'J PUSH- 1,5'XT,5'X — - — — —
)?UT TON; POST 115
10 CONTROLLER, TYPE FI-1. CAB11 ET A'ID FOUf'UATIOIN AT STA 410+62 RT, I,ITH STREET
S I LE: UI' L=c U DAT I ON 8' FROM TNIE FACE Of- CND RB , I FtiSTALL TO St;Nl GRADE AS
BACK EDGE OF SIDEWALK, CONTROLLER AI'IIJ CABINIET L°dILL BE SUPPLIED BY CITY,
(Di
JUNCTION
BOX, DES I GI1
B
12�JUNCTION'I
BOX, DESIGN
B. NOT PART'
OF THIS PROJECT,
13
JUNCTION
BOX, DESIGNN
B, PROVIDE
ELBOIIS AND EXTEilD EXISTING PVC CONIDUIT FOR
PUGET DRIVE L I GHT I I`tiG
SYSTE N`1 INTO
J UNCT I ONI BOX, INSTALL 1 1" PVC CONDUIT AND
248 WIRES TO EXISTINIG JUNCTION BOX
(ILL[,_MINATION RUN #25), SPLICE TO
EXISTINIG
#8 WIRES IN
EXISTING JUNCTION11
BOX AI'}D TO PUGET DRIVE STREET LIGHT
CIRCUIT
IN NEW JUNCTION
BOX,
14 JUNCTION BOX, DESIGNS B, INSTALL � 0' FROM TALBOT ROAD CENTERLINE AND
WITHIN FUTURE ISLAN) AREA INIDICATED ON THE PLANS, SET TO SAIIE GRADE
AS FOUNDATION TOP OF MAST ARI'1 SIGNAL POLE #2 ,
15 JUNCTION BOX, DESIGN, B. INSTALL 37' FROVi TALBOT ROAD CENTERLI NIE AND
WITHIN FUTURE ISLAND AREA INPJC'ATED ON THE PLANS, SET TO SAME GRADE AS
FOUNDATION TOP OF PEDESTRIAN PUSHBUTTON, POST #6
16 JUNCTION BOX, DESIGN'I B. INSTALL AT STA 409-+76 LT, 35' FROM TALBOT ROAD
CENTERLINE, SET TO SAME GRADE AS FOUNDtATION TOP OF MAST ARM SIGNAL POLE
#3,
17 JUNCTION BOX, DESIGN B, INSTALL AT STA 9+50 RT, 27' FROM PUGET DRIVE CENTER-,
LINE,- SET FLUSH WITH EXISTING GRADE,
18 6'X6' INDUCTION LOOP VEHICLE DETECTOR,
19 6'X10' INDUCTION LOOP VEHICLE DETECTOR,
`f1/J ' V/ I % I
409+72 LT
410-+-74 LT
./V 1 1 \VI 1
TALBOT ROAD
CENwTERLINIC
22' FR0M,
TALBOT ROAD
CENTFRN_INE
28, 5' FROM
PUS f-T DRIVE
CENI'TERL_ I f`'E.
G r: ' F 11"O[I
FACE OF' CURD
FLUSH 'y'IT11
EXISTING GRI-11E
FLUSH I!ITf?
EXISTING GRADE
FLUSH I�1ITfI
', S IT'c.I 'ALK
20 6'X6' INDUCTIONN LOOP VEHICLE DETECTOR CTIDUIT FROM JUNCT IOId BOX WILL
BE STUBBED UNDER CUiN h AINID I,I I li A "Y" CUT II,TO I HE FACE Oi= CURB
DIRECTLY ABOVE TI-fE COI`dDUIT,
21 REMOVE: EXISTING STI NIG COi;'TROLLER, Cf'jI; I N FT ANIi� PE DFST/' L. ,
sREMOV _ EXISTING FOOD POLE AND SPANI WIRE SIGNAL SYSTEM,
23 REMOVE EX I ST I NG FOOD POLE, LU1,1I NA I RE ARM, AND METER BASE,
24 POLE AND OVERHEAD LINE TO BE REMOVED BY TELEPHONE COMPANY,
25 6'X6' INDUCTION LOOP VEHICLE DETECTOR, NOT PART OF THIS PROJECT,
26 6'X40' INDUCTION LOOP VEHICLE DETECTOR WITH 6'X5' HEAD LOOP, NOT PART
OF THIS PROJECT,
27 DESIGN B JUNCTION BOX AT BASE OF EXISTING POI,!,!FR POLE, COIL_ 50' #_4_-_ WIRE,
PROVIDE 30' OF RIGID METAL CONDUIT, 1 I-fEATHERIIEAD AND SUFFICIENT STRAPS TO
INSTALL CONDUIT AND I°lEATHERHEAD ONI PONE ALL ITEF11S TO BE INSTALLED ON
POLE WILL BE INSTALLED BY PUGET Pffl E R CO.
% �n AL
yt% washington
ENGINEERS ARCHITECTS PLANNERS SURVEYORS
13401 BELLEVUE - REDMOND ROAD, S. 101, BELLEVUE, WA. 98005
CONSTRUCT CONCRETE S I DEG,!ALK 6' WIDE FROI11 EX I ST I `1!G SIDEWALK AT APP ROX I F` ATE
STA 410+86 (TALBOT ROAD) TO END OF CONCRETE CUf\'Ij' ANID GUTTER SECTION; AT
APPROXIMATE STA 10+62 (PUGET DRIVE) , CURB AND GUTTER MILL BE INST[,,LI_N D
BY OTHERS,
41 CONSTRUCT CONCRETE SIDEWALK 6' WIDE FROM EXISTING SIDEWALK AT APPROXIMATE
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
BY OTHERS,
42 SPLICE WIRE_ FROM LEFT TURN INDUCTION LOOP TO 2/c SHIELDED CABLE
PRESENTLY USED FOR THROUGH LADE INDUCTIO;'1 LOOP, MAKE APPROPRIATE
WIRING CHANGE AT CONTROLLER,
43 CON�NECT WIRES FOR STREET LIGHTS tr43 AND FUTURE 7'`42 TO EXISTING STREET LIGHT
CIRCUIT INBASE OF STREET LIGHT POLE, USE WYE TYPE QUICK DISCONTIECT KIT,
8SPLICE STREET LIGHT WIRES FOR STREET LIGHTS #`40,411 I0 EXISTING STREET
8
LIGHT CIRCUIT TERI`iINATED IN JUi'ICTION BOX BY OTHERS,
INDICATES FUTURE CONSTRUCTION NOTES, NOT PART OF THIS PROJECT,
CITY OF RENTON
lx/ DEPARTMENT OF ENGINEERING
TRAFFIC ENGINEERING DIVISION
FsslQ
v?SIGNAL INSTALLATION
IVA
No. 104T�- B 0T R D PU GET DRIVE
DESIGNED.-9. PIE. DATE 9q,-t 1973 FILE NO.
DRAWN • F
CHECKED SCALE43-NOACCI FIELD BOOK_____PAGE
I
NO. REVISION BY APPR. DATE APPROVED Z SHEET 3 OF 9_
DIRECTOR OF ENGINEERING