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NOTE: SEE PLANS BY TRIAD ASSOC;ATES FOR ROADWAY DESIGN FEATURES FOR EDMONDS AVENUE NE (Z)
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T_2257 � W
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BY P q�` ,a CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
p 8013
Paving Plan
Traffic Signal Revision
Dwrtcrs: APRIL24.1G107 11 Edmonds Avenue NE at NE 3rd Street
DESICnED D. HAMLIN MAY 1995
DATE FILE NO
DRAwN D. HAMLIN
CHECKED SCALE NOTED FIELD BOOK_ PAGE_
NO. REVISION BT APPR. OgTE APPROVED SHEET 2 OF 7
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T_2257 � W
pS cy Tas_`al
BY P q�` ,a CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
p 8013
Paving Plan
Traffic Signal Revision
Dwrtcrs: APRIL24.1G107 11 Edmonds Avenue NE at NE 3rd Street
DESICnED D. HAMLIN MAY 1995
DATE FILE NO
DRAwN D. HAMLIN
CHECKED SCALE NOTED FIELD BOOK_ PAGE_
NO. REVISION BT APPR. OgTE APPROVED SHEET 2 OF 7
6 7 8 9 10 11 12 13 14 15 16 17 18 19
a
CHANNELIZATION NOTES
1J REMOVE CENTERSTRIPE.
`; REMOVE LANE STRIPE.
REMOVE EDGE STRIPE.
REMOVE STOP —BAR.
�5 REMOVE TURN ARROW.
�6 APPLY DOUBLE YELLOW CENTERSTRIPE (SEE DETAIL).
Q7 APPLY GORE STRIPE (SEE DETAIL).
® APPLY LANE STRIPE (SEE DETAIL).
APPLY WHITE PLASTIC 18 —INCH STOP —BAR.
10 APPLY WHITE PLASTIC CROSSWALK (SEE DETAIL).
11 APPLY WHITE PLASTIC LEFT —TURN ARROW,
NOTE: SEE PLANS BY TRIAD ASSOCIATES FOR CHANNELIZATION ITEMS ON EDMONDS AVENUE NE
SOUTH OF NE 3RD STREET NOT SHOWN ON THIS SHEET.
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9 +26.5 NE 3RD ST,
37+86.45 (EDMONDS AVE. NE)
5 /
11 9 1
00 9+
STA 8 +67 10
ARROW
STA 8 +87 I
STOP —BAR
BEGIN CENTERSTRIPE, GORE STRIPE, & LANE LINE REMOVAL II
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II II I I- W I- I' N Z O W Z (n 00 II 11 II I QZQW L WW O X N 0 r � � W � DEPARTMENT OF PUBLIC WORKS
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II II I p W W p ww F¢- LI ¢ V ¢ LL ¢ �
li II W m m W mm (ni J (n m (n J (n w WRM APRIL 24, 198] Edmonds Avenue NE at NE 3rd Street
II I
II DESIDHeD D. HAM LIN DATE MAY 1995 FILE NO
DMM D. HAMLIN
CHECKED
SCALE NOTED FIELD BOOK- PACE-
�
Aw 4p NO_ REVISION BT APPR. DATE APPROVED SHEET 3 O 7
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Ig f T 1 I I AI I I I T I I I I I A i I A i 1 I I I I 1 i1 1 i i i 1 g 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R,18 1,0486
4 6 7 8 9 10 11 12 13 14 15 16 17 18 19
SIGNAL DISPLAY
5" BACKPLATES Z —CRATE VISOR
PORTLAND ORANGE
LUNAR WHITE
�R— R 12"
tA— A 12"
16,17
Ec— 0 12'
TUNNEL VISORS (ALL SECTIONS)
3 9,10,11
NOTES: 1. ALL NEW VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH GLASS LENSES.
2. ALL NEW VEHICLE SIGNAL HEADS SHALL HAVE YELLOW HOUSINGS AND BLACK BACKPLATES.
3. MAST —ARM MOUNTED SIGNAL HEADS SHALL HAVE TYPE 'IL" MOUNTING. POLE— MOUNTED SIGNAL
HEADS SHALL HAVE TYPE "K" MOUNTING.
4. PEDESTRIAN SIGNAL HEADS SHALL BE SOLID —STATE NEON GRID WITH YELLOW HOUSINGS AND
TYPE A/B MOUNTING.
GENERAL NOTES
1. UTILITY LOCATIONS AS SHOWN ON THE PLAN ARE APPROXIMATE ONLY. SOME UTILITIES MAY
NOT BE SHOWN. ALL U14DERGROUND UTILITIES SHALL BE LOCATED PRIOR TO EXCAVATION.
(CALL 1- 800 -5555 FOR UTILITY LOCATION SERVICES).
2. POLE FOUNDATION LOCATIONS MAY BE SLIGHTLY ADJUSTED AS REQUIRED TO AVOID UTILITY
CONFLICTS. FINAL FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR
TO EXCAVATION.
3. CONDUIT RUNS AND JUNCTION BOX LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS.
FINAL LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS AND FOR EASE OF CONSTRUCTION.
FINAL LOCATIONS FOR CONDUITS AND JUNCTION BOXES SHALL BE APPROVED BY THE
ENGINEER PRIOR TO EXCAVATION. JUNCTION BOXES SHALL NOT BE LOCATED WITHIN
SIDEWALK. AREAS.
4. CONTRACTOR SHALL SUBMIT EQUIPMENT LISTS AND CATALOG CUTS FOR ALL NEW EQUIPMENT
TO BE FURNISHED. ALL SUBMITTALS SHALL BE APPROVED BY THE CITY OF RENTON PRIOR
TO CONSTRUCTION.
5. SEE SHEET 5 FOR SIGNAL NOTES, WIRE NOTES, LOOP LOCATIONS, AND LUMINAIRE
SCHEDULE.
R5 Q
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T -2?S7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
Signal Plan
Traffic Signal Revision
Edmonds Avenue NE at NE 3rd Street
ED D. HAMLIN DA MAY 1995 FILE NO
D. HAMLIN
D
SCALE NOTED FIELD BOOK_ PACE_
I
91%L 0 J / f!' rw— 6/ OE NO_ I REVISION IN I APPR. DATE I APPROVED SHEET 4 OF 7
ou[ceon or nwuc van,o
IT f f f T I
19 18 17 16 15 14 .13 12 11 10 9 8 7 6 FAB 6 7 8 9 10 11 12 13 14 15 16 17 18 19
9111118. 0 41; 7 h
SIGNAL PHASING (EXISTING)
SIGNAL PHASING (NEW)
01 NOT IN USE
05
01 05
02
06
P2 06
03 NOT IN USE NOT IN USE
07
03 NOT IN USE NOT IN USE 07
04 NOT IN USE
08
04
08
2 +OON .;
LEGEND
EXISTING
NEW
�y
CONTROLLER CABINET
0:::::— MAST —ARM SIGNAL POLE
VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
OPTICAL DETECTOR
-
LUMINAIRE
j F,
/
0. 20' 401
(
® TYPE 1 JUNCTION BOX
® TYPE 2 JUNCTION BOX
I?I
z TYPE 3 JUNCTION BOX
— — — --
--- - - - - -- CONDUIT AND WIRING
TYPE 2 INDUCTION LOOP DETECTOR
OCONSTRUCTION NOTE
4
A WIRE NOTE
9
SIGN INSTALLATION NOTE
NE 3rd Street
® SIGN REMOVAL NOTE
PP
............................................................
I
............................... ..........................
3
........................................................ ...............................
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T -2?S7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
Signal Plan
Traffic Signal Revision
Edmonds Avenue NE at NE 3rd Street
ED D. HAMLIN DA MAY 1995 FILE NO
D. HAMLIN
D
SCALE NOTED FIELD BOOK_ PACE_
I
91%L 0 J / f!' rw— 6/ OE NO_ I REVISION IN I APPR. DATE I APPROVED SHEET 4 OF 7
ou[ceon or nwuc van,o
IT f f f T I
19 18 17 16 15 14 .13 12 11 10 9 8 7 6 FAB 6 7 8 9 10 11 12 13 14 15 16 17 18 19
9111118. 0 41; 7 h
CONSTRUCTION NOTES
O REMOVE CONDUCTORS FROM PEDESTRIAN POLE TO JUNCTION BOX. REMOVE PEDESTRIAN
SIGNAL HEADS AND PEDESTRIAN PUSH — BUTTONS FOR RE —USE. REMOVE POLE FOR SALVAGE.
REMOVE FOUNDATION.
O REMOVE ALL SIGNAL CONDUCTORS FROM MAST —ARM SIGNAL POLE TO POLL- MOUNTED TERMINAL
CABINET ON SIGNAL POLE AT SE CORNER. REMOVE OPTICOM LEAD —IN FROM MAST —ARM
SIGNAL POLE TO CONTROLLER CABINET. REMOVE SIGNAL HEADS AND OPTICAL DETECTOR FOR
RE —USE. REMOVE ARROW LENSES FROM SIGNAL HEADS 4 & 5 AND REPLACE WITH CIRCULAR
LENSES. REMOVE OVERHEAD SIGN FOR SALVAGE. REMOVE POLE AND MAST —ARM FOR RE —USE.
REMOVE FOUNDATION AND ANCHOR BOLTS TO A MINIMUM OF 12 INCHES BELOW FINISH GRADE.
O INSTALL SIGNAL HEAD NO. 11 ON SIGNAL POLE SHAFT WITH TYPE "K" MOUNTING. INSTALL
SIGNAL HEAD NO. 3 ON EXISTING TENON AT END OF MAST —ARM WITH TYPE "L" MOUNTING.
INSTALL 5— CONDUCTOR CABLE FROM SIGNAL HEAD NO. 3 TO POLE— MOUNTED TERMINAL
CABINET AND CONNECT TO EXISTING TERMINALS OCCUPIED BY 5— CONDUCTOR CABLE LABELLED
651 THRU 656. INSTALL OPTICAL DETECTOR (3M MODEL 51 1) ON POLE SHAFT AND INSTALL
OPTICOM LEAD —IN FROM DETECTOR TO CONTROLLER CABINET. INSTALL SIGNAL HEAD NO. 11
ON POLE SHAFT WITH TYPE "K" MOUNTING. INSTALL 5— CONDUCTOR CABLE FROM SIGNAL
HEAD NO. 11 TO CONTROLLER CABINET.
O4 CONSTRUCT SIGNAL POLE FOUNDATION (SEE POLE DETAIL SHEET FOR LOCATION AND SIZE).
INSTALL NEW S!GNAL POLE WITH 40 FT. MAST —ARM (POLE NO. 1 ON POLE DETAIL SHEET).
INSTALL NEW VEHi ^.LE AND PEDESTRIAN SIGNAL DISPLAYS AND 2 PEDESTRIAN PUSH -
BUTTONS. INSTALL STREET —NAME SIGN.
O5 INSTALL PEDESTRIAN SIGNAL HEAD NO. 16 ON EXISTING MAST —ARM SIGNAL POLE WITH
HARDWARE TO MATCH EXISTING PEDESTRIAN SIGNAL HEAD MOUNTING HARDWARE. INSTALL
PEDESTRIAN PUSH — BUTTON FOR NEW EAST —WEST PEDESTRIAN CROSSING.
O CONSTRUCT 3 FT. DIA. BY 7 FT. DEEP SIGNAL POLE FOUNDATION AT STA 22 +59, 41 FT.
RT. RE— INSTALL MAST —ARM SIGNAL POLE REMOVED BY CONSTRUCTION NOTE NO. 2 (NOTE:
MAST —ARM SHALL BE REMOVED AND ROTATED 180 DEGREES FOR PROPER TENON ORIENTATION).
RE— INSTALL VEHICLE SIGNAL HEADS, OPTICAL DETECTOR AND STREET —NAME SIGN. INSTALL
PEDESTRIAN SIGNAL HEAD NO. 17 AND PEDESTRIAN PUSH — BUTTON FOR NEW EAST —WEST
PEDESTRIAN CROSSING. ROUTE NEW CONDUCTORS FOR VEHICLE SIGNAL DISPLAY TO POLE—
MOUNTED TERMINAL CABINET ON EXISTING SIGNAL POLE AT SE CORNER. ROUTE NEW
CONDUCTORS FOR PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSH — BUTTON TO PEDESTRIAN
SIGNAL HEAD TERMINAL COMPARTMENT ON POLE AT SE CORNER.
O7
REMOVE AND REPLACE EXISTING DAMAGED TYPE 2 JUNCTION BOX. ADJUST TO GRADE OF NEW
SIDEWALK. CONNECT NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT.
(SEE WIRING DIAGRAM).
O8 INSTALL TYPE 1 JUNCTION BOX.
O9 INSTALL TYPE 2 JUNCTION BOX.
10 INSTALL TYPE 2 INDUCTION LOOP DETECTOR WITH 3 TURNS.
11 DISCONNECT LOOP NEAREST EXISTING STOP —BAR FROM EXISTING LEAD —IN, CONNECT NEW
LOOP TO LEAD —IN.
12 PROVIDE AND INSTALL 1 NEW LOOP AMPLIFIER WIRING HARNESS. INSTALL 3 NEW LOOP
DETECTOR AMPLIFIERS USING 2 EXISTING SPARE WIRING HARNESSES AND 1 NEW WIRING
HARNESS, INSTALL 3 NEW LOAD SWITCHES (PHASE 5 VEHICLE, PHASE 8 VEHICLE, PHASE 6
PEDESTRIAN). MOVE CONDUCTORS SERVING VEHICLE HEADS 4 & 5 FROM PHASE 1 OUTPUTS TO
PHASE 4 OUTPUTS. CONNECT NEW CONDUCTORS FROM NEW VEHICLE AND PEDESTRIAN SIGNAL
DISPLAYS, NEW LOOP DETECTORS, AND NEW OPTICAL DETECTOR TO FIELD TERMINALS AS
REQUIRED (SEE WIRING DIAGRAM),
NOTE: ALL NEW CABINET AUXILIARY EQUIPMENT SHALL BRAND AND MODEL OF EXISTING
EQUIPMENT UNLESS OTHERWISE ALLOWED BY THE CITY OF RENTON.
13 INSTALL LUMINAIRE FOUNDATION WITH CONCRETE PAD (SEE DETAIL IN SPECIFICATIONS).
INSTALL 40 FT. LUMINAIRE POLE WITH 400 WATT HPS LUMINAIRE.
L
I OOP I OCATIONS
LOOP NUMBER
TYPE
SIZE
STATI O N
NE 3RD STREET
DMONDS AVENUE NE
13
2
6' X 6'
9 +58
4000H
51
2
6' X 6'
9 +84
40 FT,
52
2
6'X 6'
9 +98
14 +43
53
2
W X 6'
10 +12
3
81
2
W X 6'
32 FT. RT.
36 +31
82
2
W X 6'
1.92"
36 +17
83
2
6' X 6'
2
36 +03
84
2
61 X 6'
36 +31
85
2
6' X 6'
36 +17
86
2
6' X 6'
36 +03
3
3"
PVC
0.42"
1.92"
NEW CONDUIT.
5
2
1
1
1
4
3"
1.70"
1.92"
EXISTING CONDUIT.
6
2
1
4
3"
1.59"
1.92"
EXISTING CONDUIT,
7
1
2
3"
PVC
0.35"
1.92"
NEW CONDUIT.
8
1
2
3"
PVC
0.35"
NOTES: LOOP DETECTOR STATIONING IS REFERENCED TO EDGE OF
LOOP NEAREST INTERSECTION.
NEW LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANE.
WIRE NOTES
LUMINAIRE SCHEDULE
LUMINAIRE
NO.
LUMINAIRE
1. D.
LAMP
WATTAGE
POLE
LOCATION
CENTERLINE OF POLE
TO CENTERLINE OF ROAD
ARM
LENGTH
MOUNTING
HEIGHT
CIRCUIT
NUMBER
1
4000H
40OW HPS
12 +03
35 FT. RT.
8 FT.
40 FT,
A -1
2
4002H
40OW HPS
14 +43
32 FT. RT,
8 FT.
40 FT,
A -1
3
4004H
400W HPS
16 +83
32 FT. RT.
8 FT,
40 FT,
A -1
I
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COMMENTS
1
3
2
3
1
2
3"
1,54"
1.92"
EXISTING CONDUIT.
2
1
1
1
3
3"
1.21"
1.92"
EXISTING CONDUIT.
3
3
1
2
1
2
3"
1.33"
1.92"
EXISTING CONDUIT.
4
3
3"
PVC
0.42"
1.92"
NEW CONDUIT.
5
2
1
1
1
4
3"
1.70"
1.92"
EXISTING CONDUIT.
6
2
1
4
3"
1.59"
1.92"
EXISTING CONDUIT,
7
1
2
3"
PVC
0.35"
1.92"
NEW CONDUIT.
8
1
2
3"
PVC
0.35"
1.92"
NEW CONDUIT.
9
1
2"
PVC
0.09"
0.87"
NEW CONDUIT.
10
2
2"
PVC
0.18"
0.87"
NEW CONDUIT.
11
1
1-1Z2"
EXISTING CONDUIT.
12
3
1-1/4"
PVC
0.39"
NEW CONDUIT.
13
6
2"
PVC
0.87"
NEW CONDUIT.
14
2
2"
PVC
0.12"
0.87"
NEW CONDUIT.
15
16
17
18
19
GROUNDING SHALL BE IN ACCORDANCE WITH STD. PLAN J -9a.
* USE SCHEDULE 80 FOR ROADWAY CROSSINGS, SCHEDULE 40 FOR OTHER CONDUIT RUNS.
* DOES NOT INCLUDE GROUNDING CONDUCTORS. TaL 2257
I A I f f I I r.
19 18 17 • 15 14 13 12 11 10 • 8 7 14810
• 81
RE00W
FM APPROV 01 AB
dt
BY fL4J '7/ 0 CITY OF RENTON
BY 9V DEPARTMENT OF PUBLIC WORKS
p E01�
ox Signal Notes
Traffic Signal Revision
E]IPIRE.: APRIL26 ,UG, Edmonds Avenue NE at NE 3rd Street
DESIGNED D. HAMLIN MAY 1995
DATE FILE NO
DRAWN D. HAMLIN
Eo
.GALE
CHECK NONE FIELD BOOK -PAGE-
REVISION W APPR. DATE APPROVED SHEET S OF 7
9 10 11 12 13 14 15 16 17 18 19
i
CONTROLLER CABINET
- - - - - - -
Z_
O
U
W
f-
IW
PHASE 4
PHASE 3
633
POWER
501
635
845
502
836
PRE -EMPTA
5A1
641 R
PHASES 2 &5
5A2
642 0
643 G
Z OPT DET A
5A3
645 6
Q PRE -EMPT B
PHASE 4
OPT DET B
561 0
582Y
58.. BL
C
PRE -EMPT C
5131
z
WPHASES 1 &6
OPT DET C
5132
5C3
=
0
PRE -EMPT D
V-J PHASES
51)1 0
5D2 Y
j
OPT DET D
5D3 BL
R 681 R
1 C 723 W-
656
61,62
661
1 725
611
PHASE 6
J, c
PHASEI
612
663
665
r
HD 8
615
683
N
PED HDS 16,17
616
PHASE 7
672
2 J
621
673
675
885
W
622
PHASE 6
PHASE 8
PHASE 2
HDS 1,2
623
625
PHASE 8
682 0
84,85,86
626
aas o
725 B
PHASE 8
631
888
BL
R
632
623
889
PHASE 4
PHASE 3
633
G
NOT IN USE
635
845
Q)
cJ'
836
PED HDS 12,13
PHASE 4
44,45,46
641 R
(n
PHASE 4
642 0
643 G
L J
HDS 4,5
645 6
J
PPB 12,13
C
848
849
646 W
z
651
652
=
W
PHASE 5
653
NOT IN USE
HD 3
655
R 681 R
1 C 723 W-
656
61,62
661
1 725
1-
PHASE 6
662
868
HDS 6,7
663
665
PHASE 6
(POLE N0. 4
666
683
671
PED HDS 16,17
PHASE 8
PHASE 7
672
2 J
NOT IN USE
673
675
885
W
676
PHASE 6
PHASE 8
681 R
B
PHASE 8
682 0
84,85,86
HDS 9,10,11
aas o
PHASE 4
8441
x231 G 11
1625 Q11
G
PHASE 2
41,42,43
845
Q)
cJ'
HD 2
F621TRT�
16221A111
PED HDS 12,13
PHASE 4
44,45,46
846
847
LC1616J
HD 7
PHASE 2
3 -SC«
O
1 -5C
HD 3
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l I 1 I I I I A 1
1 81,.1 4 8 9
B 6 7 8 9 10
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2 N0. e
y x CITY OF RENTON
V DEPARTMENT OF PUBLIC WORKS
,p 18013
Wiring Diagram
Traffic Signal Revision
fXPRm APRIL24 1997 Edmonds Avenue NE at NE 3rd Street
DESIGNED D. HAMLN MAY 1995
DATE FILE NO
DRA- D. HAMLIN
CHECKED
SCALE NONE FIELD BOOK —PAGE_
BY APPR. DATE APPROVED SHE:T 6 OF 7
11 12 13 14 15 16 17 18 19
i
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3
{
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1
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19 18 17 16 15 14 .13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19
-.R,l 1 8- 0490
4
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1
LUMINAIRE SCHEDULE
LUMINAIRE
NO.
CITY I.D.
N0.
LAMP
WATTAGE
POLE LOCATION
(STATION)
C OF POLE
TO C OF ROAD
ARM
LENGTH
MOUNTING
HIEGHT
CIRCUIT
NO.
REMARKS
1
4347E
200 WATT
21 +88
28.50 RT
12"
30'
A -1
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENT REQLIIRE-
2
4345E
200 WATT
23 +75
28.50" RT
12"
30'
A -1
3
4
4343E
4341E
200 WATT
200 WATT
25 +60
27 +45
28.50" RT
28.50' RT
12'
12'
30,
30'
A -1
A -1
9. ALL CONDUIT COVER SHALL BE 24 INCHES.
5
4339£
200 WATT
29 +30
28.50' RT
12'
30'
A -1
6
7
4337E
4335E
200 WATT
200 WATT
31 +15
32 +75
28.50" RT
28.50' RT
12'
12"
30"
30'
A -I
A -1
8
4333E
200 WATT
34 +62
28.50' RT
12'
30'
A -1
9
4331E
200 WATT
36 +50
28.50' RT
1 12'
30,
A -1
WIRE NOTES
RUN NO.
CONDUCTORS
CONDUIT
Q7
1111. 2
2" PVC, SCH 40
Q2
2 NO. 8
1 -112" PVC, SCH 40
QEMPTY
1 -112" PVC, SCH 40
4L
2 NO. 8
2" PVC, SCH 80
PORTIONS SECTION 16, TWP. 23 N., RGE. 5 E., W.M.
,IE° CEMETARY
STANDARD DETAIL ✓R -35
(TYP.)
SERVICE CABINET
TYNE III SINGLE -PHASE 120/240 VOLT GROUNDED NEUTRAL
BREAKER AND CONTACTOR SCHEDULE
CIRCUIT NO. MAIN BRANCH CONTACTOR REMARKS
BREAKER BREAKER AMPS
AMPS AMPS
MAIN 100
A -1 20 30 240 ✓OL TS
0000A
m
i
f
CONSTRUCTION NOTES
7D INSTALL STREET LIGHTING CABINET FOUNDATION AT STA 22 +00, 28 FT RT. IN57ALL
STREET LIGHTING CABINET (SEE DETAIL SHEET 4 -11)
O2 INSTALL LUMINAIRE POLE FOUNDATION WITH CONCRETE PAD AND TYPE 1 JUNCTION BOX (SEE
DETAIL SHEET 4 -5). INSTALL LUMINAIRE POLE AND LUMINAIRE (SEE LUMINAIRE '
O3 INSTALL TYPE 1 JUNCTION BOX,
O4 EXTEND EMPTY CONDUIT 2 FT BEYOND END OF SIDEWALK. PROWOE WATERPROOF CAP. AND INSTALL
A TYPE I JUNCTION BOX FOR FUTURE USE.
IN T. 32 +3302 EDMONDS AVE NE
0 +00 CEDAR CREST PARKWAY
QQ � � P7 32 +6731
�0
i
V�
Im IIII �
I —
1 I Ill III I 2 1 —
J PC = 33 +70.06
f z SCH 80 Pvc 1
CONDUIT 4 1 I
SEE DAVE HAMLIN 1
\ FOR /MPRONMENTS
TO NE 3RD STREET
1
rt
0
1 r f llj \
STA. 37 +32.63'.
END OF CONSTRUCTION. V f
SEE DAVE HAMLIN & i
ASSOCIATES PLANS FOR r f ✓r
NE 3RD STREET. J< 1
i xff'
fo s p - /
` INSTALL STREET LIGHT
Tr T R CITY- OF_RENTON
2
2 STANDARD DETAIL JR -1139—
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OSCALE: 1" = 40'
�--D 40 80
luul BENCHMARK AND DATUM
00 518" REBAR WITH CAP AT SE CORNER OF
INTERSECTION OF NE 3rd STREET AND
EDMONDS AVENUE NE.
=272,41
CITY
CITY OF F RENTON DATUM,
(USGS 1929 SEA LEVEL DATUM)
NOTE. FOR GRADING AND
EROSION CONTROL SEE
CEDAR CREST ROUGH
GRADING PLAN.
CAUTION
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON
OF UTILITIES PRIOR TO PROCEEDING WITH
CONSTRUCTION.
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-
BY•�.
�,fgFC(STEAV'� Vim?
s'ONA� E�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CEDAR CREST
DESIGNED
DRAWN
O
—4j- 45 i CRECKED.
NO. REVISION By APPR. DATE APPROVED.
I I TI I II I A I I Ii I I� 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R, 18.1 .0 4 9
4 6 7 8 9 10
"
`y,0 pS50Cl4T
®® m
�igRS OF
TRIAD ASSOCIATES. -;
11814 115th Ave. NE 15 Oregon Ave
Kirkland WA 98034 Suite 306 ,
206.821.8448 Tacoma, WA 98409
Fax 206.821.3481 206.474.2460 T
Fax 206.474.2480 ,
Land Sumying Civil Engineering -
land Use Plannin Project Management' ,
Le W—j a Architecture Site
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARDS SPECIFICATIONS AND THESE PLANS.
2. THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY.
J. INSTALL ALL STREET LIGHTING MATERIALS AS SHOWN ON THE
PLANS, EXCEPT WHERE NOTED. ALL MATERIALS SHALL BE NEW
AND OF THE BEST AVAILABLE GRADE OR QUALITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
i
RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE
DATE.
ASSOCIATES
SIGNALIZATION
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENT REQLIIRE-
Tr
MENTS THE CONTRACTOR SHALL CONTRACT ALL PERTINENT
UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND
Q
SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHT THE
PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES
TO EXISTING UTILITIES THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEOIETLY UPON
=
ANY DAMAGE.
7 THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTIS FIELD
INSPECTION DIVISION (277 -5570) FOR INSPECTION PURPOSES,
24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE
COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER,
8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED
OTHERWISE.
3
i
9. ALL CONDUIT COVER SHALL BE 24 INCHES.
!
10. JUNCTION BOXES SHALL NOT BE INSTALLED IN WALKWAYS OR
vE NE
SIDEWALK AREAS UNLESS APPROVED BY THE ENGINEER.
11. JUNCTION BOX AND CONDUIT RUNS ARE SHOWN SCHEMATICALLY
,jrj �
ff /�j
AND MAY BE ADJUSTED WITH THE APPROVAL OF THE ENGINEER,
T 22*T7
REC()-
®
FC) Nll-- Nj)pf)
I'1i(JVgL J�pFltvASyM!
-
BY•�.
�,fgFC(STEAV'� Vim?
s'ONA� E�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CEDAR CREST
DESIGNED
DRAWN
O
—4j- 45 i CRECKED.
NO. REVISION By APPR. DATE APPROVED.
I I TI I II I A I I Ii I I� 1
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R, 18.1 .0 4 9
4 6 7 8 9 10
"
`y,0 pS50Cl4T
®® m
�igRS OF
TRIAD ASSOCIATES. -;
11814 115th Ave. NE 15 Oregon Ave
Kirkland WA 98034 Suite 306 ,
206.821.8448 Tacoma, WA 98409
Fax 206.821.3481 206.474.2460 T
Fax 206.474.2480 ,
Land Sumying Civil Engineering -
land Use Plannin Project Management' ,
Le W—j a Architecture Site
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7//7/9,6
STAMP NOT VALID
UNLESS SIGNED AND DAM
ER
95 -123 uu
DATE. FitE NAME
SHEET NUMBER r W
SCALE. ciE�D BooK. PacE.
7 Of %
SHEET: OF. /
I I it i i i 1 1 it
11 12 13 14 15 16 17 18 19
LU1
i
1
Q
J
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3
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NO.
2
3
DATE
J -iB -96
5-2J-96
REVISION
aD0E0 STREET
RENSED PER CITY
GGVnNO P[AN
COMMENTS
BY CK
i
PROJECT MANAGER
DESIGNED.
CADR
CHECKER
BRUCE KNOnt TON
MM
MW8
DATE:
09112195
SCALE:
HORIZ 1"--40'
'
VERT_ 1 " =10'
y A.Lp
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c^J' O(STERE�V�?
sTONA! CN
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7//7/9,6
STAMP NOT VALID
UNLESS SIGNED AND DAM
ER
95 -123 uu
DATE. FitE NAME
SHEET NUMBER r W
SCALE. ciE�D BooK. PacE.
7 Of %
SHEET: OF. /
I I it i i i 1 1 it
11 12 13 14 15 16 17 18 19