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N 3RD 13 +33 30' RT.
CENTER OF 1' R.
N 3RD 13 +38 33' RT.
CENTER OF 1' R.
SR900 12 +73 (46' LT.) I 5' R
CENTER OF 0.5' R.
73' R. I g
SR900 12 +69 (41' LT.
CENTER OF 1' R. SR900 12 +79 (43.5'.L
� SIGNAL POLE
SR900 12 +78 52.3' LT.
CENTER OF 5' R.
13 +00
SUNSET BLVD. N. - SR900
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N. 3RD 13 +22 30' LT.)
i CENTER OF 1' R.
N. 3RD 13 +31 35.7' LT. 66 R.
CENTER OF 2' R.
1
N.E. 3RD 13 +32 (34' LT.) 5' R.
q SIGNAL POLE
SR900 13+56.83 (46.5' LT.)I 60' R.
1 CENTER OF 2' R.
SR900 13 +48 45' LT. 5'
1 CENTER OF 5' R. TYP.
SR900 13 +65 41' LT.
CENTER OF 1' R.
1
SR900 13 +8.93 P.O.C. _
1 K 13 +87.92.P.O.T.
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INTERCONNECT PLAN
NOT TO SCALE
LEGEND
EXIST. NEW
® m SIGNAL CONTROLLER
® ® SERVICE CABINET
® ® JUNCTION BOX - TYPE 1
11 WIRE NOTE
CONDUIT AND WIRING SCHEDULE
O
Of
RACEWAY
DET
2CS
INTER -
CONNECT
6PR CC
SR900 13 +36 43.5' RT.
2
/
SIGNAL POLE
SR 900 12 +69
40' LT.
SR900 13 +37 (45' RT.)
TYPE I CURB RAMP
CENTER OF 5' R.
SR900 12 +39 41' RT.
/
SR900 13 +50 41' LT.
CENTER OF 1' R.
CENTER OF 1' R.
SR900 12 +69 45' RT.
5'
CENTER OF 5' R. &
rT7YP-
SIGNAL POLE /
68' R.
SR900 13 +44 (46' LT.)
N.E. 3RD 14 +41 (29' LT.)
CENTER OF 1' R.
TYPE] CURB RAMP 5' R
/
N.E. 3RD 14 +33 37' LT.
CENTER OF 1' R.
Ac"
80' R.
/ 315.5' R.
257.5' R. Z
68' R.
N.E. 3RD 14 +51 (30' LT.)
i CENTER OF 1' R.
N.E. 3RD 14 +80 30' RT.
CENTER OF 1' R.
N.E. 3RD 14 +64 (44' LT.)
TYPE I CURB RAMP
N.E. 3RD TRAFFIC ISLAND DETAIL
SCALE: 1 " = 10'
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BRONSON
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INTERCONNECT PLAN
NOT TO SCALE
LEGEND
EXIST. NEW
® m SIGNAL CONTROLLER
® ® SERVICE CABINET
® ® JUNCTION BOX - TYPE 1
11 WIRE NOTE
CONDUIT AND WIRING SCHEDULE
RUN NO
RACEWAY
DET
2CS
INTER -
CONNECT
6PR CC
1
2
1
2
EX.
1
3
EX.
1
1
NOTE: ALL CONDUITS UNDER TRAVELED ROADWAYS
SHALL BE SCHEDULE 80 PVC. ALL OTHER
CONDUIT MAY BE SCHEDULE 40 PVC.
CONSTRUCTION NOTES
O SEE SHEET 18 FOR CONTINUATION OF CONDUIT & WIRING.
O SEE SHEET 16 FOR CONTINUATION OF CONDUIT & WIRING.
O REMOVE EXISTING INTERCONNECT WIRE AND PULL NEW
INTERCONNECT WIRE FROM SUNSET BLVD. TO MONTEREY DR.
O4 REMOVE EXISTING INTERCONNECT WIRE AND PULL NEW
INTERCONNECT WIRE FROM SUNSET BLVD. TO FACTORY AVE.
O5 INTERCEPT EXISTING CONDUIT @ APPROXIMATELY STATION 18 +86
AND EXTEND CONDUIT INTO NEW JUNCTION BOX.
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TYPE A BLOCK TRAFFIC CURB (nn N0. 3 DOWEL BAR o UJ
6" ®2' O.C. (TYP.) 6..
2" ASPHALT CONCRETE CLASS B 6" CEMENT
4" CRUSHED SURFACING BASE COURSE CONCRETE
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TOP OF ASPH.
CONC. PAVEMENT
TYPICAL ASPHALT CONCRETE TYPICAL CEMENT CONCRETE
TRAFFIC ISLAND DETAIL TRAFFIC ISLAND DETAIL
Ir,22//
_cO, a CITY OF RENTON
�0e `tsTS�" a4� DEPARTMENT OF PUBLIC WORKS
E%PIRE 99/18/96 BRONSON W Y. /N . E. 3 R® ST
INTERCONNECT PLAN & ISLAND DETAILS
DESIGNED: CE DATE: 11 /18/94 FILE NAME:
DRAWN: DJ
CHECKED: AM SCALE: DRAWING No.
ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 21 OF: 2U
IT
9 18 17 18 15 14 13 12 11 10 9 8 7 6 MI R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19