HomeMy WebLinkAboutCONSOLIDATED_Lind_Ave_at_SW_19th_St_Signal-23031013+0014+00IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Signal 9.12.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONCIVIL IMPROVEMENT PLANS FOR:THE INTERSECTION OF LIND AVENUE SW AND SW 19TH STREETVICINITY MAPSITESITE MAPSCALE: 1" = 30'NOT TO SCALEGENERAL NOTESBASIS OF BEARINGBENCHMARKSOURCE OF TOPOGRAPHYSITE DESCRIPTIONLEGENDSIGNAL POLE WITH MAST ARM AND LUMINAIRETYPE PPB POLE WITH PUSH BUTTONVEHICLE SIGNAL HEADTRAFFIC SIGNAL MOUNTED SIGNPEDESTRIAN SIGNAL HEADTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETPULL BOX TYPE 2PULL BOX TYPE 8VEHICLE VIDEO DETECTION ZONEVEHICLE DETECTION CAMERACONDUITSIGNAL POLE NOTECONSTRUCTION NOTEWIRE NOTESIGN NOTELUMINAIRE SCHEDULE NOTE (SEE SHEET 2FOR LUMINAIRE SCHEDULE)#####PTZ CAMERAEMERGENCY PREEMPTION DETECTORT-423101SW 19TH STLIND AVE SWTED-40-423101DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022SURFACE WATER UTILITYJFarah 11/04/2022WATER UTILITY ABDOUL GAFOUR 11/4/22WASTEWATER UTILITYJStowell 11/07/2022REGIONAL FIRE AUTHORITYcthomas 11/07/2022APPROVED
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SW 19TH ST
LIND AVE SW412
411 811
812612611
211212VDD
VDBVDA
VDC2
3 PPB
68
EVPE C
EVPE A
68
1 2
8
8
1 2
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2
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GxGxGxGxGxGxIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Signal 12.13.22.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON2
10
4
6
7
1
GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS,
STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF
RENTON STANDARD DETAILS, SPECIAL PROVISIONS, AND THESE PLANS.
2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
3.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE
CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR
TO INSTALLATION OF METER BASE.
4.FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT
TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)
430-7423.
5.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL
PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR
TO INSTALLATION.
6.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION.
7.ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES.
8.ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY
COVERED WITH BLACK MATERIAL WHEN NOT IN OPERATION.
9.ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED
PER CITY OF RENTON STANDARD PLAN 119.
10.ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY.
11.EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTOR
SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT.
12.FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON
SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 2.
13.FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135.
SIGNAL HEAD ASSIGNMENTS
R
Y
G
INDICATES HORIZONTAL PLUMBIZER
LOCATION, TYP (TYPE "L" MOUNTING, MAST
ARM MOUNT, SEE STANDARD PLAN 140)
VEHICLE HEADS:
# 21, 22, 41, 42
61, 62, 81 & 82
PEDESTRIAN HEADS:
# 28, 29, 48, 49
68, 69, 88 & 89
PHASE SEQUENCE DIAGRAM
NOT
USEDRING 1RING 2Ø1 Ø2 Ø3 Ø4
Ø5
NOT
USED
NOT
USED
NOT
USED
Ø6 Ø7 Ø8
SIGNAL NOTES
A.ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
B.VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED
TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE
PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED
FLAT BLACK.
C.ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH,
0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH
RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK
PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES
SHALL BE PAINTED TRAFFIC YELLOW.
D.BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL
MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK.
E.SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS.
F.TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR
SIDEWALK, WHICHEVER IS HIGHEST.
G.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH
IDENTIFICATION TAGS PER STANDARD PLAN 139.
0'20'40'60'
#
Ø2
Ø4
Ø6
Ø8
VDA
VDB
VDC
VDD
PHASES
VIDEO DETECTION
SCHEDULE
89 28
88
69
48
PPB
88
29
PPB
48
SEE SHEETS 4 & 5 FOR
SIDEWALK RAMP PLANS
PPB
69
PPB
89
PPB
28
5
8
9
PPB
49
11
PTZ 1
POWER
SOURCE
7
3
3
5
3
12
6
3
13
11
6
3
2
11 3
8
1
8
2
T-423102
CAUTION
12" PETROLEUM PIPELINE
OLYMPIC PIPELINE CO.
PROTECT EXISTING SANITARY SEWER SYSTEM.
89
28
PPB
28
9
PPB
89
8
7
3
PTZ 1
7
48
29
PPB
48
11
10
PPB
29
PPB
29
6
14
1 2
88
1 2
8
10
1
12
2
1
4
3
13
12
6
PPB
88
PPB
69
5
88
69
132
9
2
9
1
3
1
1
2
2
2
1
2
2
1
1
2
1
2 2
2
1
2
2
1
2
23
3
2
4
4
4
4
5
CONSTRUCTION NOTES
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND
DETAILS SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.
1
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS
SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.
2
3
VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE
ENGINEER IN THE FIELD.
4
CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLER
CABINET FOUNDATION PER DETAIL (TYPE A) ON SHEET 4. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS
SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES. VERIFY FINAL LOCATION WITH THE
ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 "ITS P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS,
ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS.
CONTRACTOR TO SUB OUT FIBER CONNECTION WORK. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR
STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASE
INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS.
CONTRACTOR TO EXPOSE THE WATER MAIN NEXT THE NEW POLE FOUNDATION USING A VACUUM METHOD TO LOCATE
THE OUTSIDE WALL OF THE 16" WATER MAIN OR PIPE JOINT. THE POLE FOUNDATION HOLE SHALL BE EXPOSED USING
HAND-DIGGING AND A VACUUM METHOD TO REDUCE VIBRATION AND MINIMIZE IMPACT TO THE WATER MAIN. THE
OUTSIDE EDGE OF THE POLE FOUNDATION SHOULD BE AT LEAST FOUR FEET FROM THE OUTSIDE EDGE OF THE WATER
MAIN. CONTRACTOR TO USE CMP FOR FORM AND POUR THE POLE FOUNDATION AND BACKFILL THE GAP BETWEEN THE
CMP FORM AND THE ADJACENT AREA WITH CONTROLLED DENSITY FILL.
502 13
14
14
14
1312
13
13
13
13
3
6
14
5
13
1 2 13
14
8
1 SEPARATE LIGHTING AND SIGNAL CONDUIT AK 12/13/2022
1
DEVELOPMENT ENGINEERING
Michael Sippo 01/12/2023
APS push buttons need
to be better oriented for
tactile arrows to be
parallel to crosswalk
and on side of pole next
to wheelchair ramp with
2'x4' level area in front
of them. PPB poles
may need to be
relocated to provide the
level area in front of
push button.
WATER UTILITY
ABDOUL GAFOUR 11/4/22
WASTEWATER UTILITY
JStowell 11/07/2022
TRANSPORTATION OPERATION
cbarnes 11/09/2022
sheet replaced by design
change approved
3/10/23
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Signal 12.13.22.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONLUMINAIRE SCHEDULE
LUMINAIRE #
[4]STATION OFFSET LUMINAIRE TYPE LUMINAIRE
ARM
MOUNTING
HEIGHT BASE CIRCUIT #FOUNDATION
DEPTH POLE ID #COMMENTS
**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD
DETAIL CHART1
PUSH BUTTON SCHEDULE
POLE #PUSH
BUTTON Ø
ARROW
DIRECTION SIGN [4]CUSTOM WALK VOICE MESSAGE [5]
2 49 LEFT R10-3e(L)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
3 68 RIGHT R10-3e(R)19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
5 69 LEFT R10-3e(L)
6 88 RIGHT R10-3e(R)
8 89 LEFT R10-3e(L)
9 28 RIGHT R10-3e(R)
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREETR10-3e(L)LEFT1029
RIGHT R10-3e(R)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE1148
SIGNAL POLE EQUIPMENT SCHEDULE
1
4
7
10
5
11
#
POLE
NUMBER
POLE
TYPE
EQUIPMENT MOUNTED ON
POLE MAST ARM LUMINAIRE ARM
III
III
III
III
PPB
PPB
VEH
HEAD
PED
HEAD
APS
WITH
SIGN
SIGN TERM
CABINET
VEH
HEAD
LUMI
NAIRE
PHOTO
CELL PTZ
PRE-
EMPTION
I.R.
PRE-
EMPTION
GPS
VEH
DETECT
CAMERA
SIGN
-2 -1 2 1 1 1 --
-
-
-
-
-
2 -
2 -
2 1
1-
1-
-
-
-
-
-
-
1
1
1
-
-
2
2
2
-
-
--
--
1 -
--
--
1
1
1
-
-
-
-
-
-
-
-
--
-1
--
1
2
3
1
3
2
3
1
3
WIRE NOTES
5C (VEHICLE OR PED HEAD)RACEWAY / C
ONDUIT SIZE2CS (PUSH BUTTON)3CS (EVPE)3c SIAMESE VIDEO CABLE#8 (ILLUMINATION)#3/0 (POWER - NO GROUND)PTZ CABLE#6 (CONTROLLER CAB PO
WER)COMMENTS#
1 2"
2
3
4
5
6
7
8
3"
2"
3"
3"
3"
3"
3"
SPARE
SPARE
1
3
SIGNAL STANDARD DETAIL CHART
LIND AVENUE SW & SW 19TH ST
POLE
NOTE
FIELD LOCATION POLE
TYPE
MOUNTING
HEIGHT MAST
ARM
LENGTHA1A2
LUMINAIRE
ARM LENGTH
C
SIGNAL MAST ARM DATA CALCULATED
POLE
XYZ [FT3]
SIGNAL MAST ARM DATA TOP OF
FOUNDATION
ELEVATION [3]
SOIL LATERAL
BEARING PRESSURE
(PSF)
FOUNDATION DEPTHS POLE
ID #REMARKSOFFSET DISTANCES [Z] POLE ℄TO ATTACHMENT POINTS (FT)WINDLOAD AREAS (SQ FT) [X] [Y]
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 D E F1 F2 G1 G2 H I1 I2 J J
(UPPER)L 3' RD 3' SQ 4' RD
1
4
3
7
10
11
RTLT P.O.A.OFFSETSTATION
0'
0'
-
0'
0'
-
III
III
PPB
III
III
PPB
20.5'35'
20.5'35'
20.5'35'
20.5'35'
--
--
45'-
40'12'
50'12'
40'-
--
--
44.73'X
X
X
X
X
X
LIND AVE
12+78.93
56.60'LIND AVE
13+64.05
46.58'LIND AVE
12+90.00
50.58'LIND AVE
13+74.96
47.70'LIND AVE
12+95.23
37.87'LIND AVE
12+82.92 --
--
-------------
-------------
35.9 30.8 24.5 19.4-------
35.6 ------
35.9 ------
-------
38.9 32.6 26.3 20.7
45.4 38.5 33.1 25.4
35.2 31.0 24.0 18.2
9.2 7.5 9.2
9.2 9.2
9.2 9.2
9.2 9.2
7.5
7.5
7.5
9
10.5
9
10.5
-------
-------
-------
-------
1030.0
1030.6
1279.2
968.2
0°[2][2][1]180°
0°
0°
0°
180°
180°
180°
[2][2][1]
[2][2][1]
[2][2][1]
[1]ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE
FIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK.
[2]ATTACHMENT ANGLES FOR THE POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER IN
THE FIELD PRIOR TO DRILLING.
[3]TOP OF FOUNDATION ELEVATION FOR TYPE III POLES IS THE BOTTOM OF SIDEWALK. SEE TYPE III POLE
BASE NOTES (THIS SHEET).
TYPE III POLE BASE NOTES:
1.TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK FOR TYPE III
SIGNAL POLES.
2.INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATION
PER CITY OF RENTON STANDARD PLAN 139.
3.POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATION
AS REQUIRED.
4.APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER
PLUMBING THE STANDARD.
5.PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD.
6.INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION.
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
----
----
21.62
20.75
20.64
2 PPB -1-----------
3 PPB -1----------
6 PPB -1----------
8 PPB -1----------
9 PPB -1----------
9 -PPB ----X47.13'LIND AVE
13+66.80 -------------------
8 -PPB ----X38.02'LIND AVE
13+78.34 -------------------
6 -PPB ----X35.37'LIND AVE
13+81.04 -------------------
2 -PPB ----X32.78'LIND AVE
12+70.96 -------------------
5 -PPB ----X45.23'LIND AVE
13+66.30 -------------------
-
-
-
-
-
-
1 1
3 1
3 11
3 1 1
3 1 12 1
9 3"
11 3"
12 3"
13 2"
3 12
2
3
2
T-4231031070 (GPS EVPE)1
10 3"3 1211 1
PAINT SPECIFICATIONS:
·ALL POLES, ARMS, BASE PARTS, AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE FACTORY PRIMED AND POWDER COATED
TO MATCH FINISH COLOR.
·ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL
MATCH FINISH COLOR.
·FINISH COLOR SHALL BE RAL 9005TX "JET BLACK" OR APPROVED
EQUAL WITH PAINT CHIP.
[4] SIGN SIZE SHALL MEET MUTCD REQUIREMENTS.
[5] PUSH BUTTON HOUSING SHALL BE BLACK IN COLOR.
**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD
DETAIL CHART2
2
21.09
YIELD
LEFT TURN
ON GREEN
1 2
SIGN SCHEDULE
NTS
D3-1 (18" x 84")D3-1 (18" x 72")
SIGN NOTES:
a.ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURES
PRIOR TO FABRICATION.
b.FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY.
c.LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR
APPROVED EQUAL.
d.SIGN BLADE THICKNESS SHALL BE 0.125".
e.SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR
APPROVED EQUAL.
f.SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED.
g.FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10.
h.SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS.
R10-12 (30" x 36")
3
[4] POLE NUMBERS TO BE ISSUED BY TRANSPORTATION MAINTENANCE ONCE POLES ARE INSTALLED. CONTACT
ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS.0314 2"SPARE
LT
LT
TS
LT
LT / TS
TS
TS
TS
TS
TS
TS
TS
UPDATE WIRE NOTES; INCORPORATED APPROVAL COMMENTS AK 12/13/20221
1
1
1
DEVELOPMENT ENGINEERING
Michael Sippo 01/12/2023
Provide model number
TRANSPORTATION OPERATION
cbarnes 11/09/2022
sheet replaced by design
change approved
3/10/23
GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGx Gx Gx GxGx
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxSSxSSx
SSx
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SS
x
SS
x
SSx
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SSx SSxSSxSSxSSxSSxSSxSSxSSxSSx
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SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDx
SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx
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x
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Wx Wx Wx Wx Wx Wx Wx WxUGPxUGPxUGPx
Gx Gx Gx Gx Gx Gx Gx Gx Gx
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x
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P
x
UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx
UGPx
UGPx
UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxFOx
FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx
FOxFOxFOxFOxFOxFOxFOxFOxFOx
FOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx FOx
F
O
x
FOx FOx FOx FOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOx FOx FOx FOx FOx FOx FOx
FOxFOxFOxFOxFOxFOxFOx
UGTx UGTx UGTx UGTx UGT
x UGTxUGT
x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx
UGTx
UGTxUGTx UGTxUGTxUGTxUGTxUGTx UGTx
UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx
GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxSDx
FOx FOx FOx FOx FOx FOx
FOx FOxSDx12+0013+0014+0015+0032
3
1 3
3
1
1
8
62 61
21 22
41
42
82
81
49
SW 19TH ST
LIND AVE SW412
411 811
812612611
211212VDD
VDBVDA
VDC2
3 PPB
68
EVPE C
EVPE A
68
1 2
8
8
1 2
9
2
GPS
131
13
13
SSx
SSx
SSx
SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxSDxSDxWx Wx
UGPxUGPxUGPxUGPx
UGP
x
UGPx
UGP
x
U
G
P
x
U
G
P
x
UGPx UGPx UGPx
UGPx
UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUG
P
x
FOx FOx FOx
F
O
x
F
O
x
FOx FOx FOxUGTxUGTxUGTxUGTxUGTx
UGTxUGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx
1
49
2
3
PPB
68
68
SSx
SSx
SSx
SSx
SSx SSxSDxSDxSDxSDxSDxSDxGx Gx Gx Gx Gx GxUGPxUGPxUGPxUGPxUGPx
UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGPx UGPx
UGPxUGPxUGPxUGPxUGPxFOx FOx FOx FOx
FOxFOxFOxFOxFOxUGTxUGTxUGTxUGTxUGTxFOx
FOx FOxFOxFOx1
Gx Gx Gx Gx Gx Gx Gx
S
S
x
SS
x SSx SSxUGPx UGPx UGPx UGPx UGPx
UGPxUGPxUGPx
UGPxUGPxUGPxUGPxUGPxFOxFOxFOxFOxFOx
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UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxGxGxGxGxGxGxSSx SSx SSx SSx SSx SSx
WxWxWxWx Wx Wx Wx Wx
Wx
Wx
Wx
Wx Wx Wx
UGPx UGPxUGPxUGPxUGPx
UGPx
UGPx
UGPx
UGPxFOx FOx FOx FOxFOxFOxFOxFOxFOxFOxFOxFOxUGTx UGTx UGTx UGTxUGTxUGTxUGTx
UGTx
UGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTx
UGTxUGTxUGTxUGTx
GxGxGxGxGxGxIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Signal 3.7.23.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON2
10
4
6
7
1
GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS,
STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF
RENTON STANDARD DETAILS, SPECIAL PROVISIONS, AND THESE PLANS.
2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
3.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE
CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR
TO INSTALLATION OF METER BASE.
4.FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT
TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)
430-7423.
5.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL
PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR
TO INSTALLATION.
6.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION.
7.ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES.
8.ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY
COVERED WITH BLACK MATERIAL WHEN NOT IN OPERATION.
9.ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED
PER CITY OF RENTON STANDARD PLAN 119.
10.ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY.
11.EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTOR
SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT.
12.FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON
SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 2.
13.FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135.
SIGNAL HEAD ASSIGNMENTS
R
Y
G
INDICATES HORIZONTAL PLUMBIZER
LOCATION, TYP (TYPE "L" MOUNTING, MAST
ARM MOUNT, SEE STANDARD PLAN 140)
VEHICLE HEADS:
# 21, 22, 41, 42
61, 62, 81 & 82
PEDESTRIAN HEADS:
# 28, 29, 48, 49
68, 69, 88 & 89
PHASE SEQUENCE DIAGRAM
NOT
USEDRING 1RING 2Ø1 Ø2 Ø3 Ø4
Ø5
NOT
USED
NOT
USED
NOT
USED
Ø6 Ø7 Ø8
SIGNAL NOTES
A.ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
B.VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED
TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE
PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED
FLAT BLACK.
C.ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH,
0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH
RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK
PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES
SHALL BE PAINTED TRAFFIC YELLOW.
D.BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL
MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK.
E.SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS.
F.TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR
SIDEWALK, WHICHEVER IS HIGHEST.
G.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH
IDENTIFICATION TAGS PER STANDARD PLAN 139.
0'20'40'60'
#
Ø2
Ø4
Ø6
Ø8
VDA
VDB
VDC
VDD
PHASES
VIDEO DETECTION
SCHEDULE
89 28
88
69
48
PPB
88
29
PPB
48
SEE SHEETS 4 & 5 FOR
SIDEWALK RAMP PLANS
PPB
69
PPB
89
PPB
28
5
8
9
PPB
49
11
PTZ 1
POWER
SOURCE
7
3
3
5
3
12
6
3
13
11
6
3
2
11 3
8
1
8
2
T-423102
CAUTION
12" PETROLEUM PIPELINE
OLYMPIC PIPELINE CO.
PROTECT EXISTING SANITARY SEWER SYSTEM.
89
28
PPB
28
9
PPB
89
8
7
3
PTZ 1
7
48
29
PPB
48
11
10
PPB
29
PPB
29
6
14
1 2
88
1 2
8
10
1
12
2
1
4
3
13
12
6
PPB
88
PPB
69
5
88
69
132
9
2
9
1
3
1
1
2
2
2
1
2
2
1
1
2
1
2 2
2
1
2
2
1
2
23
3
2
4
4
4
4
5
CONSTRUCTION NOTES
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND
DETAILS SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.
1
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS
SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.
2
3
VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE
ENGINEER IN THE FIELD.
4
CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLER
CABINET FOUNDATION PER DETAIL (TYPE A) ON SHEET 4. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS
SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES. VERIFY FINAL LOCATION WITH THE
ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 "ITS P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS,
ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS.
CONTRACTOR TO SUB OUT FIBER CONNECTION WORK. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR
STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASE
INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS.
CONTRACTOR TO EXPOSE THE WATER MAIN NEXT THE NEW POLE FOUNDATION USING A VACUUM METHOD TO LOCATE
THE OUTSIDE WALL OF THE 16" WATER MAIN OR PIPE JOINT. THE POLE FOUNDATION HOLE SHALL BE EXPOSED USING
HAND-DIGGING AND A VACUUM METHOD TO REDUCE VIBRATION AND MINIMIZE IMPACT TO THE WATER MAIN. THE
OUTSIDE EDGE OF THE POLE FOUNDATION SHOULD BE AT LEAST FOUR FEET FROM THE OUTSIDE EDGE OF THE WATER
MAIN. CONTRACTOR TO USE CMP FOR FORM AND POUR THE POLE FOUNDATION AND BACKFILL THE GAP BETWEEN THE
CMP FORM AND THE ADJACENT AREA WITH CONTROLLED DENSITY FILL.
502 13
14
14
14
1312
13
13
13
13
3
6
14
5
13
1 2 13
14
8
1 SEPARATE LIGHTING AND SIGNAL CONDUIT AK 12/13/2022
1
2
2
2 MOVE POLE 4.9' WEST AK 3/7/2023
DEVELOPMENT ENGINEERING
Michael Sippo 03/10/2023
APS push buttons need
to be better oriented for
tactile arrows to be
parallel to crosswalk
and on side of pole next
to wheelchair ramp with
2'x4' level area in front
of them. PPB poles
may need to be
relocated to provide the
level area in front of
push button.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Signal 3.7.23.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONLUMINAIRE SCHEDULE
LUMINAIRE #
[4]STATION OFFSET LUMINAIRE TYPE LUMINAIRE
ARM
MOUNTING
HEIGHT BASE CIRCUIT #FOUNDATION
DEPTH POLE ID #COMMENTS
**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD
DETAIL CHART1
PUSH BUTTON SCHEDULE
POLE #PUSH
BUTTON Ø
ARROW
DIRECTION SIGN [4]CUSTOM WALK VOICE MESSAGE [5]
2 49 LEFT R10-3e(L)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
3 68 RIGHT R10-3e(R)19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
5 69 LEFT R10-3e(L)
6 88 RIGHT R10-3e(R)
8 89 LEFT R10-3e(L)
9 28 RIGHT R10-3e(R)
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET
19TH STREET WALK SIGN IS ON TO CROSS 19TH STREETR10-3e(L)LEFT1029
RIGHT R10-3e(R)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE1148
SIGNAL POLE EQUIPMENT SCHEDULE
1
4
7
10
5
11
#
POLE
NUMBER
POLE
TYPE
EQUIPMENT MOUNTED ON
POLE MAST ARM LUMINAIRE ARM
III
III
III
III
PPB
PPB
VEH
HEAD
PED
HEAD
APS
WITH
SIGN
SIGN TERM
CABINET
VEH
HEAD
LUMI
NAIRE
PHOTO
CELL PTZ
PRE-
EMPTION
I.R.
PRE-
EMPTION
GPS
VEH
DETECT
CAMERA
SIGN
-2 -1 2 1 1 1 --
-
-
-
-
-
2 -
2 -
2 1
1-
1-
-
-
-
-
-
-
1
1
1
-
-
2
2
2
-
-
--
--
1 -
--
--
1
1
1
-
-
-
-
-
-
-
-
--
-1
--
1
2
3
1
3
2
3
1
3
WIRE NOTES
5C (VEHICLE OR PED HEAD)RACEWAY / C
ONDUIT SIZE2CS (PUSH BUTTON)3CS (EVPE)3c SIAMESE VIDEO CABLE#8 (ILLUMINATION)#3/0 (POWER - NO GROUND)PTZ CABLE#6 (CONTROLLER CAB PO
WER)COMMENTS#
1 2"
2
3
4
5
6
7
8
3"
2"
3"
3"
3"
3"
3"
SPARE
SPARE
1
3
SIGNAL STANDARD DETAIL CHART
LIND AVENUE SW & SW 19TH ST
POLE
NOTE
FIELD LOCATION POLE
TYPE
MOUNTING
HEIGHT MAST
ARM
LENGTHA1A2
LUMINAIRE
ARM LENGTH
C
SIGNAL MAST ARM DATA CALCULATED
POLE
XYZ [FT3]
SIGNAL MAST ARM DATA TOP OF
FOUNDATION
ELEVATION [3]
SOIL LATERAL
BEARING PRESSURE
(PSF)
FOUNDATION DEPTHS POLE
ID #REMARKSOFFSET DISTANCES [Z] POLE ℄TO ATTACHMENT POINTS (FT)WINDLOAD AREAS (SQ FT) [X] [Y]
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 D E F1 F2 G1 G2 H I1 I2 J J
(UPPER)L 3' RD 3' SQ 4' RD
1
4
3
7
10
11
RTLT P.O.A.OFFSETSTATION
0'
0'
-
0'
0'
-
III
III
PPB
III
III
PPB
20.5'35'
20.5'35'
20.5'35'
20.5'35'
--
--
50'-
40'12'
50'12'
40'-
--
--
49.63'X
X
X
X
X
X
LIND AVE
12+78.93
56.60'LIND AVE
13+64.05
46.58'LIND AVE
12+90.00
50.58'LIND AVE
13+74.96
47.70'LIND AVE
12+95.23
37.87'LIND AVE
12+82.92 --
--
-------------
-------------
35.9 30.8 24.5 19.4-------
40.5 ------
35.9 ------
-------
43.8 37.5 31.2 25.6
45.4 38.5 33.1 25.4
35.2 31.0 24.0 18.2
9.2 7.5 9.2
9.2 9.2
9.2 9.2
9.2 9.2
7.5
7.5
7.5
9
10.5
9
10.5
-------
-------
-------
-------
1030.0
1201.7
1279.2
968.2
0°[2][2][1]180°
0°
0°
0°
180°
180°
180°
[2][2][1]
[2][2][1]
[2][2][1]
[1]ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE
FIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK.
[2]ATTACHMENT ANGLES FOR THE POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER IN
THE FIELD PRIOR TO DRILLING.
[3]TOP OF FOUNDATION ELEVATION FOR TYPE III POLES IS THE BOTTOM OF SIDEWALK. SEE TYPE III POLE
BASE NOTES (THIS SHEET).
TYPE III POLE BASE NOTES:
1.TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK FOR TYPE III
SIGNAL POLES.
2.INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATION
PER CITY OF RENTON STANDARD PLAN 139.
3.POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATION
AS REQUIRED.
4.APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER
PLUMBING THE STANDARD.
5.PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD.
6.INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION.
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
1500 9'-0"7'-0"7'-0"
----
----
21.62
20.75
20.64
2 PPB -1-----------
3 PPB -1----------
6 PPB -1----------
8 PPB -1----------
9 PPB -1----------
9 -PPB ----X47.13'LIND AVE
13+66.80 -------------------
8 -PPB ----X38.02'LIND AVE
13+78.34 -------------------
6 -PPB ----X35.37'LIND AVE
13+81.04 -------------------
2 -PPB ----X32.78'LIND AVE
12+70.96 -------------------
5 -PPB ----X45.23'LIND AVE
13+66.30 -------------------
-
-
-
-
-
-
1 1
3 1
3 11
3 1 1
3 1 12 1
9 3"
11 3"
12 3"
13 2"
3 12
2
3
2
T-4231031070 (GPS EVPE)1
10 3"3 1211 1
PAINT SPECIFICATIONS:
·ALL POLES, ARMS, BASE PARTS, AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE FACTORY PRIMED AND POWDER COATED
TO MATCH FINISH COLOR.
·ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL
MATCH FINISH COLOR.
·FINISH COLOR SHALL BE RAL 9005TX "JET BLACK" OR APPROVED
EQUAL WITH PAINT CHIP.
[4] SIGN SIZE SHALL MEET MUTCD REQUIREMENTS.
[5] PUSH BUTTON HOUSING SHALL BE BLACK IN COLOR.
**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V **FIXED 1 *SEE SIGNAL STANDARD
DETAIL CHART2
2
21.09
YIELD
LEFT TURN
ON GREEN
1 2
SIGN SCHEDULE
NTS
D3-1 (18" x 84")D3-1 (18" x 72")
SIGN NOTES:
a.ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURES
PRIOR TO FABRICATION.
b.FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY.
c.LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR
APPROVED EQUAL.
d.SIGN BLADE THICKNESS SHALL BE 0.125".
e.SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR
APPROVED EQUAL.
f.SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED.
g.FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10.
h.SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS.
R10-12 (30" x 36")
3
[4] POLE NUMBERS TO BE ISSUED BY TRANSPORTATION MAINTENANCE ONCE POLES ARE INSTALLED. CONTACT
ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS.0314 2"SPARE
LT
LT
TS
LT
LT / TS
TS
TS
TS
TS
TS
TS
TS
UPDATE WIRE NOTES; INCORPORATED APPROVAL COMMENTS AK 12/13/20221
1
1
1
2 2 2
MOVE POLE 4.9' WEST AK 3/7/20232
2
DEVELOPMENT ENGINEERING
Michael Sippo 03/10/2023
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FOx FOxSDx12+0013+0014+0015+0019+00 20+00 21+00PI: 20+00.00SW 19TH ST
LIND AVE SWIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Interconnect 3.8.23.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON0'20'40'60'
FIBER ROUTING GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS,
STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF
RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS.
2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
3.FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT
TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)
430-7423.
4.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL
PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR
TO INSTALLATION.
5.ALL NEW JUNCTION BOXES AND CABLE VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID
RESISTANT LIDS AND FRAMES.
6.ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY OR EASEMENTS.
7.CONTRACTOR SHALL PROTECT EXISTING FIBER OPTIC CABLES AND CONDUITS FROM DAMAGE
DURING CONSTRUCTION.
8.NOT ALL TRAFFIC SIGNAL AND ILLUMINATION CONDUITS ARE SHOWN ON THIS SHEET. JUNCTION
BOXES NOT NOTED ON THIS SHEET MAY BE EXISTING OR PROPOSED SIGNAL OR ILLUMINATION
JUNCTION BOXES. FOR SIGNALIZATION & ILLUMINATION PLAN SEE SHEET #.
CONSTRUCTION NOTES
THERE IS AN EXISTING COPPER TELEMETRY CABLE IN CONDUIT ON THE WEST SIDE OF LIND AVE. THE
CABLE IS TO BE DISCONNECTED FROM THE SIGNAL CABINET AT SW 16TH ST AND USED AS A PULL
STRING TO FISH THE NEW FIBER CABLE IN THE EXISTING CONDUIT. THE REMNANTS OF THE
TELEMETRY CABLE IS TO BE CONNECTED IN THE CABINET TO PROVIDE CONNECTIVITY TO THE
TRAFFIC SIGNALS SOUTH OF SW 19TH ST ALONG LIND AVE.
6
LEGEND
SIGNAL POLE WITH MAST ARM AND LUMINAIRE
TYPE PPB POLE WITH PUSH BUTTON
TRAFFIC SIGNAL CONTROLLER CABINET
ELECTRICAL SERVICE CABINET
PULL BOX TYPE 2
TA-25 FIBER VAULT
CONDUIT
CONSTRUCTION NOTE
WIRE NOTE
#
#
WIRE NOTES
96 CT FO CABLESRACEWAY / CONDUIT SIZECOMMENTS#
14 2"1
15 2"1
16 EXISTING 1 12 PAIR COPPER TELEMETRY1514
7
THE TELEMETRY CABLE SHALL BE CONNECTED IN THE NEW SIGNAL CABINET VIA A NEW ACTELIS
684D ETHERNET OVER COPPER SWITCH.
7
T-423104
REPLACE FIBER OPTICS PEDESTAL AT THE SW CORNER WITH TA-25 FIBER VAULT IN LINE WITH THE
EXISTING TELEMETRY CABLE.
8
9
1514
MATCHLINE "A" (SEE SHEET 5)
REPLACE COPPER CABLE WITH FIBER
CABLE. SEE CONSTRUCTION NOTES.
INSTALL 100' OF SPARE FIBER CABLE IN TA-25 FIBER VAULT.9
8 DETECTABLE MULE TAPE1
0417 3"1
17
DIRECTIONAL DRILLING FOR 96-FIBER OPTIC CABLE AK 3/8/20233
3
3
ROUTE 95-FIBER CABLE IN NEW 3" CONDUIT TO BE BORED WITH NEW TYPE 2-MODIFIED JUNCITION
BOX AT STA 17+25
10
7
NOTE: ALL MINIMUM CLEARANCES FROM EXISTING UTILITIES WILL BE MAINTAINED.
ALL UTILITY CROSSINGS WILL BE POT HOLED.
BORING PIT SAME
LOCATION AS
FUTURE TA-25
BORING PIT
DEVELOPMENT ENGINEERING
Michael Sippo 03/10/2023
hdpe. 36" in depth
avg. min 24".
GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx
Wx Wx WxWxWxWxWxWxWx
UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxGxGxGxGxGxGxGxGxGxGxGxGxGxGxSSx SSx SSx SSx
SSxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGPxUGPxUGPxUGPxGxUGTxUGTxUGTxWxWxWxWxWxWxWxUGPxUGPxUGPxWxWxWxWxSSxSSx
UGPx
UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx16+0017+0018+0019+00LIND AVE SWSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSDxSDxSDxSDxGxGxGxUGPxUGPxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxWx Wx Wx Wx Wx Wx Wx
Wx
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SS
x
SSx
SDx SDx
UGTx UGTx UGTx
SDx SDx SDx SDx SDx SDx SDx
SDx
SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx
20+0021+0022+00LIND AVE SWIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Interconnect 3.8.23.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON0'20'40'60'
T-423105
CONSTRUCTION NOTES
THERE IS AN EXISTING COPPER TELEMETRY CABLE IN CONDUIT ON THE WEST SIDE OF LIND AVE. THE
CABLE IS TO BE DISCONNECTED FROM THE SIGNAL CABINET AT SW 16TH ST AND USED AS A PULL
STRING TO FISH THE NEW FIBER CABLE IN THE EXISTING CONDUIT. THE REMNANTS OF THE
TELEMETRY CABLE IS TO BE CONNECTED IN THE CABINET TO PROVIDE CONNECTIVITY TO THE
TRAFFIC SIGNALS SOUTH OF SW 19TH ST ALONG LIND AVE.
1
THE TELEMETRY CABLE SHALL BE CONNECTED IN THE NEW SIGNAL CABINET VIA A NEW ACTELIS
684D ETHERNET OVER COPPER SWITCH.
2
RELOCATE FIBER OPTICS PEDESTAL AT THE SW CORNER TO BEHIND THE PROPOSED SIDEWALK.3
MATCHLINE "B" (SEE BELOW)MATCHLINE "C" (SEE SHEET 6)
MATCHLINE "B" (SEE ABOVE)MATCHLINE "A" (SEE SHEET 4)
WIRE NOTES
0596 CT FO CABLESRACEWAY / CONDUIT SIZECOMMENTS#
14 2"1
15 2"1
16 EXISTING 1 12 PAIR COPPER TELEMETRYREPLACE COPPER CABLE WITH FIBER
CABLE. SEE CONSTRUCTION NOTES.DETECTABLE MULE TAPE
1
17 3"1
17
17
DIRECTIONAL DRILLING FOR 96-FIBER OPTIC CABLE AK 3/8/20233
3
3
3
ROUTE 95-FIBER CABLE IN NEW 3" CONDUIT TO BE BORED WITH NEW TYPE 2-MODIFIED JUNCITION
BOX AT STA 17+25
4
4
4
NOTE: ALL MINIMUM CLEARANCES FROM EXISTING UTILITIES WILL BE MAINTAINED.
ALL UTILITY CROSSINGS WILL BE POT HOLED.
TYPE 2M BOX
FOR PULL PORT
IN CURB SIDE
PLANTER
DEVELOPMENT ENGINEERING
Michael Sippo 03/10/2023
GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGx Gx Gx Gx Gx Gx Gx Gx Gx
GxGx
GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx
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UG
P
x
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
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UGPx
UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx WxGx
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UGTx
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SSx
SDx SDx SDx SDx SDx
SDxSDxSDxSDxSDxSDxSDxSDx23+0024+0025+0025+38EP: 25+37.51
LIND AVE SWSW 16TH ST
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lind Ave SW @ SW 19th St Interconnect 3.8.23.dwg19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
AN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON0'20'40'60'
T-423106
CONSTRUCTION NOTES
THERE IS AN EXISTING COPPER TELEMETRY CABLE IN CONDUIT ON THE WEST SIDE OF LIND AVE. THE
CABLE IS TO BE DISCONNECTED FROM THE SIGNAL CABINET AT SW 16TH ST AND USED AS A PULL
STRING TO FISH THE NEW FIBER CABLE IN THE EXISTING CONDUIT. THE REMNANTS OF THE
TELEMETRY CABLE IS TO BE CONNECTED IN THE CABINET TO PROVIDE CONNECTIVITY TO THE
TRAFFIC SIGNALS SOUTH OF SW 19TH ST ALONG LIND AVE.
1
THE TELEMETRY CABLE SHALL BE CONNECTED IN THE NEW SIGNAL CABINET VIA A NEW ACTELIS
684D ETHERNET OVER COPPER SWITCH.
2
RELOCATE FIBER OPTICS PEDESTAL AT THE SW CORNER TO BEHIND THE PROPOSED SIDEWALK.3
MATCHLINE "C" (SEE SHEET 5)
WIRE NOTES
EXISTING SIGNAL
CONTROL CABINET06 96 CT FO CABLESRACEWAY / CONDUIT SIZECOMMENTS#
14 2"1
15 2"1
16 EXISTING 1 12 PAIR COPPER TELEMETRY
REPLACE COPPER CABLE WITH FIBER
CABLE. SEE CONSTRUCTION NOTES.DETECTABLE MULE TAPE
1
17 3"1
17
NOTE: ALL MINIMUM CLEARANCES FROM EXISTING UTILITIES WILL BE MAINTAINED.
ALL UTILITY CROSSINGS WILL BE POT HOLED.
DIRECTIONAL DRILLING FOR 96-FIBER OPTIC CABLE AK 3/8/20233
3
3
ROUTE 95-FIBER CABLE IN NEW 3" CONDUIT TO BE BORED WITH NEW TYPE 2-MODIFIED JUNCITION
BOX AT STA 17+25
4
4
RECEIVING PIT IS
IN FRONT OF
EXISTING 25-TA
ON SW CORNER
OF SW 16TH ST &
LIND AVE
DEVELOPMENT ENGINEERING
Michael Sippo 03/10/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:36:10-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:37:18-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDxSDx 12+0013+0014+0015+00SW 19TH STLIND AVE SWSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
S
F
SF IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZON0' 20' 40' 60'T-423109PRESERVE &PROTECT TREEPRESERVE &PROTECT TREEPRESERVE &PROTECT TREESFSF09DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-423110CONCRETE WASHOUTN.T.S.10DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311111DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311212DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311313DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311414DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311515DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311616DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311717DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311818DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:40:54-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:42:38-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:44:10-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022