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THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND
PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE
CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE
ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING
HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE
RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN
FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
PROPOSED
SIGNAL AND
ILLUMINATION /
SERVICE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
MATCH LINE STA 104+50 SEE SHEET E2
TIB # 8-1-102(033)-1
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametdx.com
VOISM110111
r
SIGNAL AND INTERCONNECT NOTES:
El CONSTRUCT TYPE 3 ADVANCE LOOP(S) PER WSDOT STD.
PLAN J-50.12-00
.. . .
- r NPj • r • • • r
•
O RELOCATE LUMINAIRE
0--W NEW DECORATIVE ROADWAY POLE AND LUMINAIRE
: NEW DECORATIVE COMBINATION POLE AND LUMINAIRES
0
W •}c NEW DECORATIVE PEDESTRIAN POLE AND LUMINAIRE
00 RELOCATED LIGHT POLE AND LUMINAIRE
W
CO) O INDUCTION LOOP
0
-' CONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET E4
- --- 8 7 75 1 4 1 ___ ------ -
- - - $ 8 11-- ILLUMINATION SYSTEM CONSTRUCTION NOTES:
--
-- ---- - - - -- ABANDON W (D1CONSTRUCT
Z DECORATIVE PEDESTRIAN LUMINAIRE, POLE AND
T
7 ABANDON 8 FOUNDATION. SEE LUMINAIRE POLE SCHEDULE ON SHEET
F FO go T FC 10 7 = . E2.
LO -.a-- T H O2 CONSTRUCT DECORATIVE ROADWAY/PEDESTRIAN LUMINAIRES,
7 13 9 + P__._ -.__ i Q POLE AND FOUNDATION. SEE LUMINAIRE POLE SCHEDULE ON
g SHEET E2.
�� +
' ` ) 61 10 < 1 O3 CONSTRUCT DECORATIVE ROADWAY/PEDESTRIAN LUMINAIRES
PLAN 1 (2) 1 3 5 V) AND POLE ON EXISTING FOUNDATION. CUT EXISTING
I (2) 1 ANCHOR BOLTS AND EPDXY GROUT NEW 1.25 BOLTS IN
SCALE IN FEET N 10 EXISTING FOUNDATION TO MATCH BOLT CIRCLE OF NEW
0 20 40 POLE. SEE LUMINAIRE POLE SCHEDULE ON SHEET E2.
O CONSTRUCT JUNCTION BOX TYPE 1, CONCRETE PAD AND
LIGHTING UNDERGROUND SYSTEM ADJACENT TO POLE PER
SEE SHEET E3 COR STD. DETAILS J007 AND J008.
4 O REMOVE AND SALVAGE/RELOCATE EXISTING LUMINAIRE AND
84 1 2 1
FOUNDATION {) (2) POLE.
74 ONLY, NO POLE o 6 CONSTRUCT NEW FOUNDATION AND INSTALL RELOCATED
61 �' + o
_ A A ^ ^ o A " LUMINAIRE AND DAVIT POLE PER COR STD. DETAIL J002.
J VI'll_L I I Y I LLB 1
0 20 40
DESIGNED:
C. SCHOTT
DRAWN:
V. RUBASHKA
CHECKED
SCALE:
AS SHOWN
ONE INC
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
O7 REMOVE AND SALVAGE EXISTING ELECTRICAL SERVICE.
REMOVE EXISTING SERVICE FOUNDATION AND ABANDON
CONDUIT CONNECTING TO ADJACENT JUNCTION BOX(ES).
O REMOVE EXISTING ILLUMINATION SYSTEM WIRING AND
ABANDON CONDUIT OR INSTALL PULL TAPE AS NOTED ON
PLAN.
REMOVE EXISTING JUNCTION BOX AND REPLACE WITH WSDOT
y TYPE 8 JUNCTION BOX.
10 POINT OF CONNECTION AT PROPOSED PSE TRANSFORMER.
SEE UG PLANS. COORDINATE SERVICE CONNECTION WITH PSE
PER PSE REQUIREMENTS.
11 EXISTING LUMINAIRE TO BE REMOVED BY OTHERS.
--v 12 EXISTING LUMINAIRE AND POLE TO REMAIN.
13 INTERCEPT EXISTING CONDUIT AND WIRING AND EXTEND INTO
L-02 PROPOSED JUNCTION BOX. SPLICE/RESPLICE WIRES IN
/ TTO STA-2+27 - — JUNCTION BOX.
TO STA
102447
HORIZONTAL- NAD 1983/1991 ►
•� CITY OF
RENTON
DATUM Planning/Building/Public Works Dept.
Approved For Construction
Robert M. Hanson P.E. Date
14 REMOVE POLE FOUNDATION AND ABANDON CONDUIT.
ITS SYSTEM CONSTRUCTION NOTES:
FC
PROVIDE AND INSTALL SMFO/ETHERNET SWITCH IN EXISTING
OTRAFFIC
SIGNAL CONTROLLER CABINET. TERMINATE SMFO
CABLE(S) AT SWITCH. COORDINATE WITH COR TRAFFIC
OPERATIONS STAFF DURING CUT -OVER.
2 PROVIDE AND INSTALL VAULT -TYPE 25-TA
3 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX.
UTILIZE FOR TEMPORARY SPLICES DURING CONSTRUCTION.
O4 SPLICE SMFO CABLES IN JUNCTION BOX/VAULT. SEE
SPLICING DETAILS ON SHEEP E6. E10.
O5 CONSTRUCT RISER ON EXISTING UTILITY POLE.
DATE:
NE 3rd / 4th CORRIDOR IMPROVEMENTS 12/27/12
PHASE 1 INTERSECTION IMPROVEMENTS FIELDSOOK:
PAGE:
ELECTRICAL PLAN - SHEET 1 El
SHEET: OF:
24 43
ICIAIGI 1 I210181c_
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---------------
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P
I r1l FF--:=-�
I
I►
I
J�
I
I
I
-m nod-MAJAP01
3
KM
SCALE IN FEET
0 20 40
R
5
77--7�
r
IW
1P3+00:::::::::::::::::::::::104+00::::::::::::::.: (1)
• W
W
to
- r
I�
90 LU
J
2 V
aC
90 1�
92
I'LL I I C=::] E777T=1-111
-----------------------------
n o
LUMINAIRE SCHEDULE
POLE
NO
®
STATION
OFFSET
POLE
TYPE
FOUNDATION
ROADWAY LUMINAIRE
PEDESTRIAN LUMINAIRE
POLE
ID NO
NOTES
NUMBER
MH
ORIENT
CIRCUIT
NUMBER
MH
ORIENT
CIRCUIT
L1
2+20
40.01T
EX ROAD
(8)
101
35'
0'
1
7939 L
RELOCATED POLE L-02 FROM STA 10+01 RT
L2
2+96
36.5'LT
PED (6)
(6)
1
201
14'
0'
2
7941 LN
L3
3+56
36.5LT
COMB (7)
(7)
102
30'
0'
1
202
14'
180'
2
7943 LN
L4
4+14
36.5'LT
PED (6)
(6)
203
14'
180'
2
7945 L
L5
4+71
36.5'LT
COMB (7)
(7)
103
30'
0'
1
204
14'
180'
2
7947 LN
L6
5+48
36.5'LT
PED (6)
(6)
205
14'
180'
2
7949 L
L7
5+93
36.5LT
COMB (7)
(7)
104
30'
0'
1
206
14'
180'
2
7951 LN
L8
6+50
36.5'LT
PED (6)
(6)
207
14'
180'
2
7953 L
1
SEE SIGNAL POLE
SCHEDULE ON SHEET E6
105
30'
0'
1
208
14'
0'
2
7955 LN
2
106
30'
90'
1
209
14'
45'
2
7957 LN
L9
8+25
36.5'LT
PED (6)
(6)
210
14'
180'
2
7959 L
L10
8+65
36.5'LT
COMB (7)
(7)
107
30'
0'
1
211
14'
180'
2
7961 LN
L11
9+93
36.51T
DELETED
(8)(9)
';996-2
ON
L12
2+39
49'RT
COMB (7)
(2)
301
30'
0'
3
401
14'
0'
4
7963 LN
(1)
1-13
3+66
41'RT
COMB (7)
(2)
302
30'
0'
3
402
14'
0'
4
7963 LN
(1)
L14
4+21
41'RT
PED (6)
(6)
403
14'
0'
4
7967 L
L15
4+57
41'RT
COMB (7)
(2)
303
30'
0'
3
404
14'
0'
4
7969 LN
(1)
L16
5+09
41'RT
PED (6)
(6)
405
14'
0'
4
7971 L
L17
5+62
41'RT
COMB (7)
(2)
304
30'
0'
3
406
14'
0'
4
7973 LN
(1)
L18
6+17
47'RT
PED (6)
(6)
407
14'
0'
4
7975 L
L19
6+71
52'RT
COMB (7)
(2)
305
30'
0'
3
408
14'
0'
4
7977 LN
(1)
4
SEE SIGNAL POLE
SCHEDULE ON SHEET E6
306
30'
90'
3
409
14'
45'
4
7979 LN
3
307
30'
0'
3
410
14'
180'
4
7981 LN
L20
8+40
46'RT
PED (6)
(6)
411
14'
180'
4
7983 L
L21
8+89
46'RT
COMB (7)
(2)
308
30'
0'
3
412
14'
180'
4
7985 LN
RELOCATE EX POLE L-01 TO L11
L22
9+45
46'RT
PED (6)
(6)
413
14'
180'
4
7987 L
L23
10+01
46'RT
COMB (7)
(2)
309
30'
0'
3
414
14'
180'
4
7989 LN
RELOCATE EX POLE L-02 TO L1
L50
102+10
27'RT
(4)
(5)
501
N/A
EX (3)
EX RELOC
RELOCATED POLE FROM STA 9+44 RT
L51
102+47
1 28'RT
1 (4)
(5)
1
502
N/A
EX (3)
EX RELOC
RELOCATED POLE FROM STA 9+77 RT
�1� REMOVE AND SALVAGE EX POLE AND LUMINAIRE
2 INSTALL ON EXISTING FOUNDATION WITH EPDXY GROUTED
ANCHOR BOLTS TO MATCH BOLT CIRCLE OF NEW POLE.
�3� SPLICE TO EX USPS PARKING LOT ILLUM. CIRCUIT
4 RELOCATED FROM EXISTING MAIL DROP LANE
�gLES SC'
oFj� �O
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
�5�
6
(7)
TIB # 8-1-102(033)-1
MATCH EXISTING
PER COR DECORATIVE PEDESTRIAN LUMINAIRE AND POLE
STD PLAN 005 EXCEPT MODIFY FOUNDATION DEPTH TO 4'-0".
PER COR DECORATIVE ARTERIAL STREET LIGHTING POLE
STD. PLAN 004, EXCEPT MODIFY MOUNTING HEIGHT AS NOTED IN
SCHEDULE AND MODIFY FOUNDATION DEPTH TO 4'-6".
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametdx.com
(8) PER COR STD PLANS J002 AND J007, WITH
MODIFICATIONS AS NECESSARY TO ACCOMMODATE
REINSTALLATION OF EXISTING POLE.
(9) CUT ANCHOR BOLTS FLUSH WITH FOUNDATION.
1 2 (RECORD DRAWINGS I ECS 11 3 14
1 IREVISED LUMINAIRE FOUNDATION DEPTHS ECS 12 27
i on
REVISION
SURVEYED:
DESIGNED:
C. SCHOTT
DRAWN:
V. RUBASHKA
CHECKED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
USPS ELECTRICAL NOTES:
000NSTRUCT FOUNDATION WITH NEW ANCHOR BOLTS TO
MATCH EXISTING USPS LIGHT POLE FOUNDATION. INSTALL
RELOCATED USPS LIGHT POLE AND LUMINAIRE.
20 LOCATE, INTERCEPT AND EXTEND EXISTING USPS
ILLUMINATION CONDUIT AND WIRING TO NEW TYPE 1
JUNCTION BOX WITH LOCKING LID. REPLACE/RESTORE
EXISTING WIRING CONTINUOUS, WITHOUT SPLICE, BETWEEN
ADJACENT EXISTING LUMINAIRE AND NEAREST EXISTING
JUNCTION. SPLICE NEW WIRING PER CONDUIT RUN NO. 90
TO EXISTING CIRCUIT IN NEW TYPE 1 JUNCTION BOX.
O3 INTERCEPT AND EXTEND EXISTING CONDUIT TO RELOCATED
GATE OPERATOR LOCATION.
O4 REMOVE WIRING FROM EXISTING CONDUIT AND REPLACE WITH
NEW WIRING CONTINUOUS WITHOUT SPLICE BETWEEN EXISTING
POINT OF CONNECTION AND RELOCATED GATE OPERATOR VIA
EXISTING AND EXTENDED CONDUIT.
OREMOVE AND REINSTALL GATE OPERATOR AND ASSOCIATED
EQUIPMENT AND RESTORE WIRING.
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DAM 1 /3/14 BYI ECS
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN
ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBUGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID
ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT
APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR
ASSURANCE THAT AL. DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
.. CITY OF
RENTON
Planning/Building/Public Works Dept.
Approved For Construction
Robert M. Hanson P.E. Date
NE 3rd / 4th CORRIDOR IMPROVEMENTS 12/27/12
PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK:
PAGE:
DRAWING NO:
ELECTRICAL PLAN - SHEET 2 E2
AND LUMINAIRE POLE SCHEDULE SHEET: OF:
25 43
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elm
A/G 11,51 21,22,42
-� 61,62,82
31 /81 & 71 /41
26,27,66
67,86,87
LED VEHICLE LED COUNTDOWN
PEDESTRIAN
SIGNAL DISPLAYS
�gLES o
OF WA,$hrl� �O
W x
CALL 48 HOURS
�3242 TEg�1�'��.�� BEFORE YOU DIG
�IONAL 7ZZ 1-800-424-5555
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATES 1/3/14 BYl ECS
TIB # 8-1-102(033)-1
VV
Flamm-ANWAMEM
01
02
03
04
05
06
07
PHASING DIAGRAM
PRE-EMPTION SCHEDULE
CIRCUIT
PHASE (S)
A
2, 5
B
4, 7
C
1, 6
D
3, 8
JUNCTION BOX SCHEDULE
BOX
NO
TYPE
STATION
OFFSET
ELEVATION
FUNCTION (2)
NOTES
A
8
NE 4TH 7+11.2
48.4' LT
(1)
TS
B
1
NE 4TH 7+24.8
46.3' LT
(1)
POWER
(4)
C
2
NE 4TH 7+22.3
45.3' LT
(1)
LT
D
1
NE 4TH 7+92.3
46.7' LT
(1)
LT
E
2
NE 4TH 7+94.3
46.1' LT
(1)
TS
F
8
NE 4TH 7+22.0
64.4' RT
(1)
TS
G
2
NE 4TH 7+20.1
66.1' RT
(1)
LT
H
1
NE 4TH 7+99.6
53.8' RT
(1)
LT
J
2
NE 4TH 8+02.0
54.1' RT
(1)
1 TS
-
SIGNAL CONDUIT
�+
PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON
•
TYPE PS SIGNAL POLE
-*�-r-
EMERGENCY VEHICLE DETECTOR
-�-►
PEDESTRIAN SIGNAL HEAD
MAST ARM SIGN
---►
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL HEAD W/ ARROW INDICATOR
--i>
FUTURE VEHICLE SIGNAL HEAD
-C=30
VIDEO CAMERA
®
TRAFFIC SIGNAL POLE
000"
TRAFFIC SIGNAL POLE W/ LUMINAIRE
m
®
A
JUNCTION BOXES (TYPES 1, 2 AND 8)
ITs
ITS PULL BOX
SIGNAL CONTROLLER
®
SIGNAL LOAD CENTER
NE 4th St 11 Whitman Ct NE
LEFT TURN
YIELD
ON GREEN
•
R10-12
16"X78" 16"X110" 30"X36"
8" SERIES 8" SERIES B/W
"E" MOD LETTERS "E" MOD LETTERS
SN-1 SN-2 T-1
STREET NAME TRAFFIC SIGNS
NOTES:
�1) SET TO FINISHED SIDEWALK GRADE
2) JUNCTION BOX LIDS SHALL BE MARKED AS NOTED ACCORDING TO FUNCTION FOR POWER (POWER),
TRAFFIC SIGNAL (TS), OR LIGHTING (LT)
(3) TYPE 25TA VAULT FOR CITY OF RENTON IS.
(4) WELD SHUT
MAST ARM MOUNTED SIGNS
SIGNAL POLE EQUIPMENT SCHEDULE
POLE/
NOTE
NUMBER
POLE
rn,E
STATION
OFFSET TO
POLE
(FT)
VIDEO
DETECTOR
EVP
DETECTOR
VEH SIGNAL
PED SIGNAL
PPB W/ SIGNS
SIGNS
LUMINAIRE
NOTES
QUAN
TEE
QUAN
MTG
�E
QUAN
MTG
TYPE
STREET
NAME
TRAFFIC
1
3
NE 4TH - 7+12.0
44.0' LT
1
1
3
M
1
E
1
APS-R
SN-1
150W LED
(1),(2)
2
3
NE 4TH - 7+90.0
48.9' LT
1
1
2
M
1
APS-L
SN-2
T-1
150W LED
(1),(2)
3
3
NE 4TH - 8+00.0
46.0' RT
1
1
3
M
2
E
SN-1
150W LED
(1),(2)
4
3
NE 4TH - 7+20.4
60.6' RT
1
1
2
M
1
E
1
APS-L
SN-2
T-1
150W LED
(1),(2)
5
PS
NE 4TH - 7+98.5
44.0' LT
2
E
1
APS-R
6
PPB
NE 4TH - 8+00.0
40.8' RT
1
APS-L
7
PPB
NE 4TH - 7+80.4
55.1' RT
1
APS-R
(3)
(1) PROVIDE AND INSTALL PEDESTRIAN LUMINAIRE ON SIGNAL POLE. SEE DETAIL ON SHEET IL1 AND LUMINAIRE POLE SCHEDULE.
(2) SEE DETAILS ON SHEET TS4.
SIGNAL CONSTRUCTION NOTES:
a
z I -D _y D R ®1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK ®5 CONSTRUCT FOUNDATION PER DETAILS ON SHEET E8 AND FURNISH AND INSTALL
D - TYPE III MODIFIED SIGNAL POLE WITH 45 FT MAST ARM BLACK TYPE PS POLE PER WSDOT STD PLAN J-20.16-00 WITH EQUIPMENT PER
c i 7 PERMANENT AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL SIGNAL POLE EQUIPMENT SCHEDULE.
® o j EASEMENT SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE.
> i r4 I W CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK TYPE PPB POLE PER
> I 0 70 71 ®2 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK DETAILS ON SHEETS E8 - E9 WITH EQUIPMENT PER SIGNAL POLE EQUIPMENT
- V TYPE 111 MODIFIED SIGNAL POLE WITH 40 FT MAST ARM SCHEDULE.
20
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. ®7 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK TYPE PPB POLE PER
DETAILS ON SHEETS E8 - E9 WITH EQUIPMENT PER SIGNAL POLE EQUIPMENT
®3 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK SCHEDULE.
PLAN TYPE III MODIFIED SIGNAL POLE WITH 45 FT MAST ARM
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
O CONSTRUCT COMBINATION TRAFFIC CONTROLLER/BBS/ELECTRICAL SERVICE CABINET
SCALE 1N FEET N SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE.
FOUNDATION PER DETAIL 3 ON SHEET E7. PROVIDE AND INSTALL ELECTRICAL
0 10 20 ®4 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK SERVICE CABINET PER COR STD DETAIL NO. 122.1 (6/11 /12) AND BREAKER
TYPE III MODIFIED SIGNAL POLE WITH 35 FT MAST ARM SCHEDULE ON SHEET E7.
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. O INTERCEPT EXISTING CONDUIT AND SWEEP INTO PROPOSED JUNCTION BOX.
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL SPLICE/RESPLICE WIRES IN JUNCTION BOX.
CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY
SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE 1 O REMOVE EXISTING WIRING.
ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
SURVEYED: SCALE DATE:
ER"°'� NAVD t988 CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS / /
DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/7997 ;� �e C1T 1 ®� 12 27 12
C. SCHOTT `d 11 i PHASE 1 INTERSECTION IMPROVEMENTS PA�BOOK:
2 RECORD DRAWINGS ECS 1 3 14 D1�`W" K. BRAATEN RENTON DRAWING NO:
1019 39TH AVENUE SE, SUITE 100 U 1 REVISE POLE 2 LOCATION AND NOTES ECS 12 27 CHECKED: ONE INCH DATUM Planning/Budding/Public Works Dept.
536046600SF.i253T 0468994 IF NOT ONE
T. H Approved For Construction TRAFFIC SIGNAL PLAN E3
www.parametdx.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEEP: OF:
Robert M. Hanson P.E. Date 26 43
ICIAIGI 1121018,19