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TRENCH NOTE
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION
2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED
THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND
AHBL ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
Know what's below.
Call before you dig.
U-
1463400015
FATTORE ROBERT & DEBORAH
UTILITY NOTE
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR
THE LOCATION OF UNDERGROUND UTILITIES.
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�410 ��GISTERE9
�SSIONAL
09/10/2024
TRACT B
TREE RETENTION
, OHM MIRE FOXE -
BASIS OF BEARING
WASHINGTON STATE PLAN COORDINATE
SYSTEM, NAD 83/91 NORTH ZONE 4601 PER CITY
OF RENTON COORDINATE SYSTEM.
VERTICAL DATUM
NAVD 88 - CONTRACTOR TO VERIFY
ELEVATIONS TO LOCAL SITE CONTROL PRIOR
TO CONSTRUCTION.
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC,
OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE, CODE,
REGULATION, RULE, ORDER, OR STANDARD
T A C O M A S E A T T L E
S P O K A N E T R I -CITIES 2
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO.
1463400016
DO HIEN & TRAN PHUNG H
1463400017
FATTORE ROBERT & DEBORAH
1463400022
BETTES MARVIN
OWNER
CONNER HOMES
12600 SE 38TH STREET
BELLEVUE, WA 98006
PH: (888) 302-1252
CONTACT: DALTON SMITH
SURVEYOR
KPFF CONSULTING ENGINEERS
612 WOODLAND SQUARE LOOP SE,
SUITE 100
LACEY, WA 98503
PH: (360) 292-7230
CONTACT: JEREME CHAPMAN, PLS
GEOTECH
THE RILEY GROUP, INC.
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PH: (425) 415-0551
CONTACT: KRISTINA WELLER, PE
N
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
SE 5TH PL
SE 5TH PL
II
I I
I
I
CIVIL ENGINEER
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: SCOTT KAUL, PE
LANDSCAPE
AHBL
1200 6TH AVE, SUITE 1620
SEATTLE, WA 98101
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: KRISTIN KILDALL
SITE ADDRESS
13929 154TH AVE SE
RENTON, WA 98059
13818 152ND AVE SE
RENTON, WA 98059
PARCEL #
1463400020
1463400021
SURVEYED:
DESIGNFQ� / RI
REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB
REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK§K/ MW
REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET INDEX
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
PLAT MAP
C2.0
TESC & DEMO PLAN
C2.1
TESC NOTES & DETAILS
C2.2
TESC NOTES & DETAILS
C2.3
TESC NOTES & DETAILS
C2.4
TESC NOTES & DETAILS
C3.0
OVERALL GRADING & ROOF DRAINAGE PLAN
C3.1
152ND AVE SE PLAN & PROFILE
C3.2
153RD AVE SE PLAN & PROFILE
C3.3
154TH AVE SE PLAN & PROFILE
C3.4
SE 5TH PL PLAN & PROFILE
C3.5
152ND AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.6
153RD AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.7
154TH AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.8
ROAD CROSS -SECTIONS
C3.9
ROAD NOTES & DETAILS
C3.10
ROAD NOTES & DETAILS
C3.11
ROAD & STORM NOTES & DETAILS
C3.12
ROAD & STORM NOTES & DETAILS
C3.13
ROAD NOTES & DETAILS
C3.14
ROAD NOTES & DETAILS
C3.15
ROAD NOTES & DETAILS
C4.0
POND PLAN
C4.1
POND SECTIONS
C4.2
POND NOTES & DETAILS
C4.3
POND NOTES & DETAILS
C4.4
POND NOTES & DETAILS
C5.0
COMPOSITE UTILITY PLAN
C5.1
152ND AVE SE SEWER PLAN & PROFILE
C5.2
153RD AVE SE SEWER PLAN & PROFILE
C5.3
154TH AVE SE SEWER PLAN & PROFILE
C5.4
SE 5TH PL SEWER PLAN & PROFILE
C6.1
SEWER STANDARD NOTES & DETAILS
C6.2
SEWER STANDARD NOTES & DETAILS
C6.3
SEWER STANDARD NOTES & DETAILS
C7.0
SIGNING & CHANNELIZATION PLAN
C7.1
SIGNING & CHANNELIZATION NOTES & DETAILS
C7.2
SIGNING & CHANNELIZATION NOTES & DETAILS
L0.0
LANDSCAPE COVER SHEET
LO.1
TREE RETENTION PLAN
L1.0
OVERALL LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN
L1.2
LANDSCAPE PLAN
L1.3
LANDSCAPE DETAILS
L2.0
OVERALL IRRIGATION PLAN
L2.1
IRRIGATION PLAN
L2.2
IRRIGATION PLAN
L2.3
IRRIGATION NOTES & SCHEDULES
L2.4
IRRIGATION DETAILS
L3.0
SHEET SPECIFICATIONS
IL.0
ILLUMINATION NOTES
ILA
ILLUMINATION PLAN
IL.2
ILLUMINATION DETAILS
IL.3
ILLUMINATION DETAILS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
AvIftik
CITY OF
RENTON
Planning/Building/Public Works Dept.
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SE 4TH PL
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SE 140TH PL
SE 6TH PL
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SE 143RD ST
SE 143RD PL
VICINITY MAP
SCALE: 1 "=500'
LEGEND
FOUND MONUMENT
KPFF CONTROL POINT
❑W
WATER METER
DW4
WATER VALVE
0
FIRE HYDRANT
❑G
GAS METER
DG4
GAS VALVE
Ll P
POWER VAULT
®
TRANSFORMER
EIT
TELECOMMUNICATIONS PEDESTAL
o
POST/OVERHANG SUPPORT
0S
SANITARY SEWER MAINTENANCE HOLE
Ell
CATCH BASIN
o
POST
SIGN AS NOTED
MAILBOX
SHRUB/BUSH
SPECIES
DECIDUOUS
SIZE
SPECIES
CONIFER
SIZE
-XXX-
FENCE AS NOTED
- - - - - -
BUILDING OVERHANG
ASPHALT
------
GRAVEL
W
UNDERGROUND WATER
G
GAS LINE
TC
UNDERGROUND TELECOMMUNICATIONS
- P P -
UNDERGROUND POWER
R-427801 T-427801 S-427801
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Surface Water Enginering WASTEWATER UTILITY
J Farah 11 /27/2024
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING RENT PLANNING
HHuynh 12/04/2024 19CUR
�ki�rcpnro-h 12S4
0-
DATE
MAPLE HIGHLANDS 9/6/2024
FI
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
COVER SHEET Co.0
SHEET: 1 OF: 39
R- C0.0
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"BAND—IT BRACKET
OR APPROVED `\
kjr
MOUNTING ON EXIWrING
METAL POLE OIL Lil MIIIiIMII E
4" MIN. T
DCL OF
CALVANI&D BOLT WT*A
GALVANIZED WASHERS.
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1 DIMLNSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT S1r+0WN. SASE
CONNECTIONS ARE PATENTIE-0, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WTH NCHRPI 350 CRASH TEST
CRITRIA, THE BASE CONNECTION DETAILS ARE SHOWN ON
MIS PLAN ONLY TO JLLUSTRATE HOW THE PARTS ARE
ASSEMBLED-
2- A 2" (IN) POST NTH A 2 1 4" (IN) PSST ANCHOR OR A 2
1 /4" (IFS) POST NI A 2 i 2" (Irk) PSST ANCII-tOR MAY 13E
SUBSTITUTED, SEE CONTRACT PLANS.
3. PERFORATE:O SOUARL STELL POST SHALL MEET THE
RECUIREVENTS OF WSOOT STANDARD SPEOFiCATiON 9-06,
4. USE ONLY BAW CONNECTION MANUFACTURER SUPPUED
HARDWARE 1HAT MEETS THE REQUIREMENTS OF WSW
S1ANDARO SPECrFICATIONS 9-06 AND 9-28,
"F TRAVELED
�y
FOR REF 1A-C 10R17E0 SIGNS_ M[ UNI F
FACING 3'(degree) OUTWAR0 IF SIGN
IS WITHIN 30 FEET Or ROADWAY
SIGN FACE ORIENTATION
• .
S�GN POIS7
r ■.
w ■
4 ■
e ■
•
LOWER 5tGM
POST SUPPORT.
A
CORNER 900
R .'� 1I4 (ITV) fLAw GEO
5r40ULVLR 800 WTH
NUT AND WASHER
7 REQUIRED (TYP-
T 5'rC�
icN1 COST
TYPIE S'T SIGH SUPPORT
LOWER SIGN POST SUPPORT — 2.25"
(III), 7-CALL. HOT-01P OALV.,
HEAVY-DUTY ANCHOR
I A�
COkfif,AERCIAL c r r-
MOUNTMO AIM UffrAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
+ 4 PUOLLE. WORKS MEI'AL POST APPROVED;
DEPARTMENT (ADOPTH)
r _
SIGN MOUNTING ON SINGLE METAL POST
1.5" RADIUS
TYP.
B
A C J9CflIL7 Awc
A
IC
'D `E
0.3" BORDER IYP.
SIGN DIMENSION
SIGN TYPE
A
E
C
D
E
POST MOUNTED STREET DAME
SIGN (SPEED LIMIT 40MPH
8"
VAREE
0"
4,5'"
3,5'"
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT 40MPH)VARIES
"
0r�
PIP
GENERAL NOTES:
1.
FONT SHALL BE MUTCD D
SERIES,
UNLESS AN ALTERNATE IMUTCID SERIES I
APPROVED BY THE CITY
2.
LETTERS AND NUMERALS
SHALL BE
CUT FROM 3M ELECTROCUT FILM SERIES 1170
OR APPROVED EQUAL
3.
SIGN BLADE SHALL BE FLAT
ALUMINUM, TREATED, 0.050 OALJGE
4.
SIGN SHEETING SHALL BE
3M HIGH
INTENSITY PRkSMATIC OR APPROVED EQUAL
5.
SIGN MOULTING HARDWARE
SHALL
INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED
C.
FOR SkCN POST DETAILS,
SEE CITY
OF RENTON STANDARD DETAIL 129, EXCEPT
MOUNTING HEIGHT SHALL
BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.)
BACKGROUND -- GREEN (REFL.)
�
POST MOUNTED TD, PLAN- 134 PUBLIC W01:2 STREET NAIVE SIGNS1�p�TEO'
� DEPARTMENT STREET
I}ATF
POST MOUNTED STREET NAME SIGNS
NOT TO SCALE ` L J NOT TO SCALE
TT.
0 �� z OF WASgj�.G�l
0 SURVEYED: SCALE:
r,
Q Q Q TACOMA • SEATTLE DESIGN jt/ RI
"duo�� 9 w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB ONF INCH
EcrsT1;�E 1��' Suite 300 Tacoma WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
Know what's below sS10NAL � 2215 North 30th Street, SDK/ MW AT FULL SCALE
IF NOT ONE INCH
Call before you dig. 09/10/2024 253.383.2422 TEL 253.383.2572 FAX mm.ahbl.com WEB NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
y
DI
VARIES
45 Try
TYPE OF 8°. B"
SUPPORT VARIES
TYPE 113ARRIME
SANDBAGS FOR
ADDED STABILITY
TYPE III BARRiCADE
MOVABLE(TEMPORARY)
TYPE II BARRICADE
COLTS: 2 PER JOINT
1/2"K 3" LAG SCREWS BOARDS:
GAIN/, 8" 1 " OR 12-X I"
30 IN. x 30 IN. SIGN o z
"THIS ROAD TO BE EXTENDED IN THE FUTURE".. N01.
-
4 IN. MIN. TEXT HEIGHT, BLACK LETTERS ON
WHITE BACKGROUND TYPE IV REFLECTIVE I
SHEETING �6i"'
1
1VARIES 2' MIN.
HOSTS: 4" X 6" MIN. PRESSURE TREATED
OR CEDAR PAINTFI3 WHITE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
BRILL POSTS ' FOR BREAKAWAY IF IN CLEAR
TYPE II# BARRICADE ZONE- (NOT AT FND OF ROAD)
FIXED (PERMANENT)
TRPE NOTES.
1. GRANGE & WNTE IF TEMPORARY.
-2. RED & WHITE IF PERMANENT.
3. RE LIL-'CRAILED
4. SLANT DOWNWARD, RIGHT OR I -EFT, IN
DIRECT-10N TRAFFIC WILL PASS,
5. SLANT BOTH DIRECTIONS FROM MIDDLE
IF TRAFFIC PASSES BOTH ENDS.
6. WIDTH 6 IN. EXCEPT 4 IN. IF RAILS
ARE.. LESS THAN 3 FT, LONG,
7. SLANT DOWNWARD TO MIDDLE AT END
OF DEAD-END OR CLOSED ROAD.
6. SEE SEC. 5.07 AND MUTCD
IN DTE:
FOR DIMENSIONS NOT SHOWN, SEE BARRICADE NOTE TABLE
BARRICADE NOTES
TYPE
I
II
III
WIDTH OF RAIL
8" MIN. j
8" MIN,
j 8" MIN.
12" VAX. I
—
12" MAX.
12" MAX.
LENGTH OF RAJ'L
2' MIN.
2' MIN.
4• M N.
HEIGHT
3' MIN,
3' MIN.
5' MIN.
TYPE OF FRAME
DEMOUNTABLE
LIGHT "A"
POST OR
Off I1rAVY "A"
FRAME
' SKIDS
FLEXIBILITY
ESSENTIALLY I
PORTABLE
` ESSENT€ALLY
MOVABLE
1PERMANENT
RQ;0 Strvj t or Tr ision tatian DWAY BARRICADES FICA 00
Itvad services Division
1)16 Desrgn and
.piny z �:oI r<vnstructiarr Standards
ROADWAY BARRICADES
NOT TO SCALE
AOM%k
CITY OF
RENTON
Planning/Building/Public Works Dept.
T-427803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 12/09/2024
DATE:
MAPLE HIGHLANDS 9/6/2024 EI
PAGE:
AHBL JOB #2221005.10 DRAWING NO:
SIGNING & CHANNELIZATION C7.1
NOTES & DETAILS SHEET: 38 OF: 39
R- C7.1
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CONSTRUCTION NOTES
0 INSTALL CYCLONE PRESTIGE 44W FIXTURE(CY17T4—VS4AR—T3—P30-4K—MVOLT—BK—TX)
ON 14FT POLE PER CITY OF RENTON STANDARD PLANS 116.1 AND 116.2.
O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR CONNECTION TO ELECTRICAL
SERVICE.
03 INSTALL LUMINAIRE AND JUNCTION BOX CONCRETE PAD.
® INSTALL SERVICE CABINET AND FOUNDATION AT STATION 51 +08.1 , OFFSET 1 9.OFT RT,
MEASURED TO CENTER OF FOUNDATION.
05
INSTALL
TYPE
1 JUNCTION
BOX.
T
INSTALL
TYPE
2 JUNCTION
BOX.
0
INSTALL
TYPE
2 JUNCTION
BOX WITH CONCRETE PAD.
(D
INSTALL
TYPE
1 JUNCTION
BOX WITH CONCRETE PAD.
SE
20 80
0 40 120
LL ONkRE POLE SCHEDULE
LUMINAIRE
RENTON
STATION
POLE
LATITUDE
LONGITUDE
MOUNTING
ARM
SERVICE/CIRCUIT
STATION
WATTAGE
COMMENTS
POLE NO.
POLE NO.*
REFERENCE
OFFSET
**
**
HEIGHT
LENGTH
NO
❑
1 52ND AVE SE
32+26.7
21 .5FT RT
1 4FT
N/A
44W
SRV. 1, CIRC. A
❑2
1 52ND AVE SE
31 +75.9
23.5FT RT
1 4FT
N/A
44W
SRV. 1, CIRC. A
❑3
1 52ND AVE SE
31 +1 8.9
21 .5FT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
❑4
1 52ND AVE SE
30+38.0
19.6FT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
❑5
SE 5TH PL
10+52.3
17.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
❑6
SE 5TH PL
1 1 +20.8
17.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
❑7
SE 5TH PL
1 1 +86.2
17.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
SE 5TH PL
1 2+59.1
18.3FT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
❑9
153RD AVE SE
50+45.1
17.9FT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
10
153RD AVE SE
50+97.9
18.OFT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
1 1
153RD AVE SE
51 +48.9
20.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
1 2
153RD AVE SE
52+07.5
18.5FT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
13
153RD AVE SE
52+51 .4
18.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. A
1 4
SE 5TH PL
13+32.3
14.9FT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
15
SE 5TH PL
1 3+41 .9
19.1 FT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
1 6
SE 5TH PL
1 4+27.3
18.OFT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
17
SE 5TH PL
14+89.2
18.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
18
SE 5TH PL
15+40.0
18.OFT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
19
SE 5TH PL
1 6+09.3
18.OFT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
20
SE 5TH PL
1 6+09.3
18.OFT RT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
21
154TH AVE SE
69+20.0
21 .5FT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
22
154TH AVE SE
71 +03.9
21 .6FT LT
1 4FT
N/A
44W
SRV. 1 , CIRC. B
* CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, 425-430-7423) FOR POLE NUMBERS TO BE INCLUDED ON POLES.
** CONTRACTOR SHALL DETERMINE FINAL COORDINATES FOR RECORD DRAWINGS. _ _
transpogroup AFF
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
rpI
N0.
REVISION
WIRING SCHEDULE
A
RACEWAY
CONDUIT SIZE*
CONDUCTOR
COMMENTS
NO.
2"
SCH80
2#8
SRV. 1, CIRC.
A
2"
SCH80
2#8
SRV. 1, CIRC.
A
2
2"
SCH80
SPARE
(EMPTY WITH PULL TAPE)
3
2"
SCH80
2#8
SRV. 1, CIRC.
B
2"
SCH80
2#8
SRV. 1, CIRC.
B
4
2"
SCH80
SPARE
(EMPTY WITH PULL TAPE)
5
2"
SCH80
4—#8
SRV. 1, CIRC. A
AND
CIRC. B
2"
SCH80
4—#8
SRV. 1, CIRC. A
AND
CIRC. B
6
2"
SCH80
SPARE
(EMPTY WITH PULL TAPE)
7
2"
SCH80
SPARE
(EMPTY WITH PULL TAPE)
*ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN
SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE NOTED.
SURVEYED:
DESIGNED:
TK
DRAWN. TK
CHECKED: CAC
BY DATE APPR APPROVED: CAC
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
DESCRIPTION
RIGHT—OF—WAY
CONDUIT
CONSTRUCTION NOTE
LUMINAIRE POLE NOTE
WIRE NOTE
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX
SERVICE CABINET
LIGHT POLE AND CONCRETE PAD
% C TY OF
RENTON
Planning/Building/Public Works Dept.
EXISTING PROPOSED
OO
0
m
T-427806
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 12/09/2024 (D
DEVELOPMENT ENGINEERING
H H uyn h 12/04/2024
DATE:
MAPLE HIGHLANDS 9/4/2024
FIE
PAGE:
DRAWING NO:
ILLUMINATION PLAN ILA
s"EFT: 53 OF: 55
X
X
X
X
X
X
N
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N
N
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O
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DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F
PAINT SPECIFICATIONS:
ALL ALUMINUM LUMINAIRE AND POLE
RELATED PARTS SHALL BE FACTORY
PRIMED AND POWDER COATED.
FINISH COLOR: RAL 9005TX "JET BLACK",
OR APPROVED EQUAL WITH PAINT CHIP
18-1/4"
PRESTIGE SERIES (CY17T4) LED
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 4,000K CCL 120-277V
UNIVERSAL DRIVER, WITH VS3AR
RIBBED ACRYLIC LENS) BY CYCLONE
(OR APPROVED EQUAL). DRIVER
N SHALL BE INTEGRAL TO THE
FIXTURE.
FOR STREET LIGHT
STANDARD DECAL
NUMBERING DETAIL,
REFER TO CITY OF
RENTON STD PLAN 121
1" THICK BASE PLATE
(4) 1 1/4" DIA. x 1 5/8" LG.
SLOTTED HOLES
R = 2" (TYP)
ea
BASE PLATE DETAIL
24" 8 - #5 BARS,
2" CONDUIT UNLES EVENLY SPACED
STATED OTHERWISE ON
PLANS CENTER CONDUIT
IN FOUNDATION
BOLT CIRCLE (DIA PER
ANCHOR BOLT BASE PLATE DETAIL,
THIS SHEET)
FOUNDATION SECTION #4 HOOPS 0 12"
2" CONDUIT UNLESS GROUND POLE TO
STATED OTHERWISE ON FOUNDATION PER
PLANS STD PLAN 119
2'-0" MIN CONDUIT
COVER
U >
EXTEND CONDUIT 6" MIN BEYOND
FOUNDATION OR CONTROLLED a
DENSITY BACKFILL a
N
#4 HOOPS 0 12"
wo
14'-0" FLUTED SHAPE, 5" DIAMETER,
8 - g5 BARS,
a z
a
STRAIGHT ALUMINUM POLE
EVENLY SPACED
(PD15-14-BD46-RAL9005TX-TN43)
2 1/2" CUR
BY CYCLONE (OR APPROVED EQUAL)
o a
INSTALL GROUT AND PROVIDE
o
1/2" DIA DRAIN TUBE THROUGH
GROUT. LOCATE DRAIN TUBE
WITH SURFACE DOWNWARD
"
SLOPE DIRECTION
FOUNDATION DETAIL
1 1/8" DIA HOLE
(TYP)
3/8" THICK STEEL
PLATE
BOLT CIRCLE (DIA
PER BASE PLATE
2"x5" HANDHOLE
POLE BASE DETAIL
DETAIL, THIS SHEET)
ANCHOR BOLT TEMPLATE
DETAIL
DECORATIVE ALUMINUM CLAMSHELL
BASE COVER BD46 BY CYCLONE
(OR APPROVED EQUAL)
TOP OF FOUNDATION
ANCHOR BOLT, 4 TOTAL, V DIA, STEEL
SEE POLE BASE
F1554 OR GRADE 55 (TYP)
DETAIL, THIS
SHEET
16" DIAMETER
�
1" HEX NUTS, STEEL (6 REQ'D PER
ANCHOR BOLT), AND
BASE COVER
FLAT WASHERS, STEEL (6 REQ'D PER-\
..
'
ANCHOR BOLT)
1
ANCHOR BOLT ASSEMBLY DETAIL
J FOR FOUNDATION DETAILS, SEE THIS SHEET. FOUNDATION NOTES:
CONCRETE PAD OR EDGE OF FOUNDATION SHALL BE LOCATED 1. SONATUBE SHALL NOT BE ALLOWED
SIDEWALK PER STD PLAN AT LEAST 5' FROM CITY UTILITIES UNLESS 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN
120 OTHERWISE APPROVED BY THE CITY ACCORDANCE WITH THE LATEST WSDOT STANDARD SPECIFICATION SECTION
POLE ELEVATION 9-29.6(5) FOUNDATION HARDWARE
FOUNDATION DETAILS
Y NEIGHBORHOOD STREET
STD. PLAN - 116.1
®� PUBLIC WORKS PEDESTRIAN LUMINAIRE APPROVED:
DEPARTMENT FIXTURE AND POLE DETAILS 7/27/2022
�MartiPastucha
DATE
TAPER DIVIDER ENDS
TO MATCH INSIDE
TAPER OF BOX BOX INTERIOR LENGTH - 1116"
O 5/16" (IN) x 1" (IN) S. S. (TYP') 1/4
} COUPLING NUT 5116" (IN) x 1 1/2" (IN) S. S.
O (TYP) SETSCREW (TYP.)
N 10 GAGE 0
J GALVANIZED
m DIVIDER PLATE STEEL SIDE VIEW
3 ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
0
A
LID SUPPORT (TYP.) C
(SEE NOTE 3)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET 2
LID LIFTING NOTCH -
1/4" (IN) x 314' (IN)
HEADED ANCHOR SHEAR
STUD - 3/8" IN x 3" IN 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
- - ----- --------a-----
I
` ' 44aQ�O
z
LID
K 0
(TYP-) 4040�4
p
SEE
NOTE 7
r
b
d
I 1
C 1
1
---- - ---Q---i----Q-
---�---
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
l
1 3/8" (DIAM. HOLE WITH
iB D
13
1/2 - 13 x 1 1/2 STAINLESS
`YJ
STEEL PENTA HEAD BOLT
1 1/4" GAP (TYP.) 4"
FOR HOOK RELEASE (TYp,)
BOLT PLATE - SEE DETAIL
LOCKING LID STANDARD
3/16
3/4
DUTY JUNCTION BOX
(TYP)
3116
3/4
(CONDUITS NOT SHOWN)
TOP OF SOIL
A
SURFACE OR
FINISHED
GROUNDING STUD
1 1/2" MIN.
GRADE
(SEE NOTE 4)
1 E L
(IN) STEEL 3/16"
X
a�
Y
CO
COVER PLATE
LID HOOK
a _4
IL
N O
x
Z
3 0
1 +�
p N
1 -MIN ,{
m
3 °
w
(SEE NOTE 6) MAX. ?.
-
CRUSHED SURFACING (BASE
Z
COURSE OR TOP COURSE) - PER
aLL
w
STANDARD SPECIFICATION 9-03.9(3) ,
w I-
4 PVC
® GRS CONDUIT
1 C DUIT
,•''
------------------
SECTION A
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF 1561 D7F
LUMINAIRE COMPONENTS
HEAD
MODULE
OPTIC
MODULE
TWIST -LOCK M
OPENING SYSTEM
DRIVER
MODULE
HEAD MODULE: ROUND SHAPE. A HEAVY SPUN ALUMINUM HOOD, WITH AN
ALUMINUM DECORATIVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN
INJECTION -MOLDED CLEAR ACRYLIC RIBBED (VS3AR) VESSEL. UV
POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED WITH AN
ALUMINUM DIE-CAST RING ON THE LOCKING SYSTEM.
OPENING SYSTEM: A QUARTER -TURN LOCKING MECHANISM WITH CONSISTENT
PRESSURE POINTS. ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMINAIRE,
TO THE LEDS AND DRIVER. MADE WITH CAST ALUMINUM PARTS AND
SEALED WITH A GASKET COMPRESSION SYSTEM. THE LUMINIARE OFFERS
AN IP66 WEATHERPROOF PROTECTION.
CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING WITH STAINLESS STEEL
CAPTIVE RETAINING LATCHES. CERTIFICATION, MAINTENANCE AND
LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE.
FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE WITH FOUR (4)
ARMS AND ONE DECORATIVE RING. SECURED ON POLE WITH 3 SET
SCREDS 5/16-18 UNC. SLIP -FITS ON A 4" OD BY 3" LONG TENON.
OPTICAL/ELECTRICAL COMPONENTS
LED BOARD: WATTAGE PER PLANS. 4000K (WHITE), SUPER HIGH FLUX
OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION.
FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDIVIDUAL REPLACEMENT
OF A DEFECTIVE LED BY PULLING OUT THE PROPER UNIT.
OPTIC: IES TYPE II (2L), III (3L), V (5L). THE OPTIC'S REFLECTOR IS MADE OF
PRE -ANODIZED ALUMINUM REFLECTING SHEETS (86% MIN. REFLECTION),
SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE
PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS
TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION
OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE
LIGHT DISTRIBUTION FOR EACH APPLICATION.
DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS. 60
HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY
WITH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 90%.
MINIMUM STARTING TEMPERATURE -407.
GENERAUOPTIONS
WIRING/HARDWARE: TYPE TEW 14-7, 12" MINIMUM EXCEEDING FROM
LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE
WITH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS
STAINLESS STEEL. EPDM AND/OR SILICON GASKETING ARE APPLIED. WIRE
NUTS SHALL NOT BE ALLOWED.
FITTER
MODULE COLOR: RAL9005TX (JET BLACK)
FINISH: TEXTURED.
APPLICATION OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127
MICRONS). THE FINISH MEETS THE ASTM G7, B117 AND D1654
REQUIREMENTS RELATIVE TO SALT SPRAY AND HUDMIDITY RESISTANCE.
NEIGHBORHOOD STREET STD. PLAN - 116.2
®� PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED:
DEPARTMENT DETAILS 7/27/2022
"A� N t �� �Mmartin Pastucha
DATE
NOTES
1. All box dimensions are approximate. Exact configurations vary among manufacturers.
2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use
paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path.
The non -slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot -dip galvanizing.
3. Lid support members shall be 3116" (in) minimum thick steel C, L, or T shape, welded to the frame.
4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
5. Bolts and nuts shall be liberally coated with anti -seize compound.
B" (TYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
(SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
LID SUPPORT;)) see Standard Specification 9-29.2(4).
WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
FABRIC (TYP.) (TYP.) 118 fasteners, in each Type 2 Junction Box where specified.
9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
10. See the Standard Specifications for alternative reinforcement and class of concrete.
11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric.
12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
a welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
w 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
SHEAR STUD (TYP.) 1 112" shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
(SEE NOTE 11) Mlly shoulders shall be Heavy -Duty.
WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in)
(SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
PERSPECTIVE VIEW
GROUND STUD (SEE 318" (IN) STEEL B NOTE 4) JOSEp�
COVER LIP PLATE Q Equipment Grounding �• COUPLING NUT FOR ALTERNATIVE 2 - Q� OQ WASyY ,�
Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2
TOP OF PAVED
SURFACE Q Copper Solderless 3J6" (IN) STEEL IFLID SUPPORT (TYP.) -
TOP OF BASE Crimp Connector COVER LIP PLATE 3/16 L SHAPE SHOWN a :_
COURSE (TYP.) (SEE NOTE 3)
< Equipment Bonding
3/8" (IN) x 3" (IN) HEADED ANCHOR <v
Jumper (See Note 6) SHEAR STUD (TYP.) o,� A83 sa2o��o �w
® See Contract for conduit WELDED WIRE �T9 ISTE �G1
size and number }I FABRIC (TYP.) TONAL E
o w o `:1 iWWF) 4x4-W2,9zW2.9
JUNCTION BOX DIMENSION TABLE
M
ITEM
BOX TYPE
TYPE 1
TYPE 2
A
OUTSIDE LENGTH OF JUNCTION BOX
22"
33"
B
OUTSIDE WIDTH OF JUNCTION BOX
17"
22 1/2"
C
INSIDE LENGTH OF JUNCTION BOX
1B"- 19"
28"-29"
D
INSIDE WIDTH OF JUNCTION BOX
13" - 14"
17" - 18"
E
LID LENGTH
17 5/8"
28 5/8"
F
LID WIDTH
125/8"
181/8-
CAPACITY - CONDUIT DIAMETER
6"
12"
UJ
O
III
U
m
N �03
w
�
m
zo
�
a
2
N
-------
O
z
(6 GAGE) (SEE NOTE 10)
1(NTMEP�EW2.9(6WIRE
13 Iy Icd
���u a� as nlveaznM
MIN 3
GAGaP
LOCKING LID STANDARD
6•
(SEE NOTE 10)
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
C"m .." Jan
e0./L/lE'tf�fl'L. Apr 29 20163,12 PM
SECTION O
S-DESIGNENGINEER
TWashington State Department of Transportation
(CONDUITS NOT SHOWN)
Lranspogroup
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
Opt
DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F aCKET CABLE, #10
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK DISCONNECT 3 AMP
IN LINE FUSE KITS S.E.C. OR EQUAL,
ONE PER CURRENT CARRYING
REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE
LID STANDARD DUTY AND RECEPTACLE WIRING -�
JUNCTION BOX TYPES 1 &
2 STANDARD PLAN J-40.10
SPLICE KITS CLEAR EPDXY SPLICE
KITS ON ALL THRU WIRE RUNS -
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
24"(MIN) COVER #8 BARE COPPER
GROUND WIRE
GROUND LUG
LUMINAIRE
TO RECEPTACLE
-120VAC RECEPTACLE WIRING, IF
APPLICABLE. WIRING SIZE PER
CONTRACT
/TO LUMINAIRE
-GREEN INSULATED WIRE, SIZED
TO MATCH THE LARGEST
CURRENT CARRYING CONDUCTOR.
TERMINATE AT LUMINAIRE
,GROUND LUG
UFER GROUND,
NON -INSULATED #4 AWG
STRANDED COPPER,
PROVIDE 3' MIN. SLACK.
1 -EQUIPMENT GROUND J ROUTE FROM GROUNDING
WIRE W/GREEN INSULATION LUG FOUNDATION
FROM SERVICE CABINET, REBAR. CONNECT TO
REBAR USING AN ACORN
SEE NOTE 2, THIS SHEET CLAMP
2 -LIGHTING SYSTEM 5/8"x8' COPPER CLAD
GROUND ROD CONCRETE FOUNDATION
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
2 - 120VAC RECEPTACLE SYSTEM
WIRES TO SERVICE CABINET, IF
APPLICABLE (SIZED AS REQ'D.)
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY.
2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN
#8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS.
3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE.
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED
WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE
GROUND LUG.
5. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
- GROUND II
CLAMP II II
I I
PVC CONDUIT II II
Y LUMINAIRE ELECTRICAL
STD. PLAN - 119
PUBLIC WORKS WIRING SYSTEM
• ° • APPROVED:
DEPARTMENT 7/27/2022 1 -
CMa Ai.� a-stucha
DATE
112 -13 x 1 1/2 S. S. PENTA H EAD
LID LIFTING NOTCH -• 1l4" IN x 3/4" IN 1/4" LID LIFTING NOTCH 2" 2 1/2"
BOLT AND 1/2" IN S. S. FLAT WASHER
/ NG NO C
( ) i 3/16" LID SUPPORT- L SHAPE SHOWN
1 318" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/16" 2" (IN) x 1/4" (IN) - 3 1 1" 1 518"
SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER
O BOLT PLATE CHANNEL -
SEE DETAIL 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA HEAD
v 3/16 (TYP.) COVER LIP PLATE / BOLT AND 1/2" (IN) S. S. FLAT WASHER j
9 1„
} (TYP.) 3/16 3/16 1 1!2 1!8 d 3116 1 ( BOLT PLATE CHANNEL - 1" (IN)
2" (IN) x 1/4" (IN) ^• 3 GAGE LID SUPPORT -o• ° 1/8 C SEE DETAIL HORIZONTAL
STEEL SPACER L SHAPE SHOWN 3/16 ," LID HOOK- " (N) x SLOT
1" (IN) x 3/i6" (IN) ANGLE 3/16 1 1/2 SLOTTED STEEL CHANNEL
o . (SEE NOTE 3) ', a • °
(TYP.) % _ 3116 a 3 (SEE NOTE 6) HORIZONTAL SLOT
HEX COUPLING NUT o ° LID SUPPORT -
WWF -WELDED L SHAPE SHOWN WWF - TIED IN 2 PLACES
LID BOLT DOWN TO LIP PLATE o (SEE NOTE 3) TO EACH HEADED
1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - d ANCHOR SHEAR STUD 3A6 3116
CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o°
CHANNEL NUT AND SPRING WWF 4x4-W2.9xVV2.9 (TYP.) c HEX COUPLING NUT
HOOP (TYP.) (6 GAGE) (SEE NOTE 10) 1 S. S. 5116-NC x 7/8" (IN) WITH
DETAIL OF W2.9 (6 GAGE)
(SEE NOTE 10)
ALTERNATIVE 7 SHOWN ` S. S. 5116-NC x 3/4" (I" BOLT
SECTION OC
PERSPECTIVE VIEW
LID SUPPORT -
IW' LID LIFTING NOTCH
L SHAPE SHOWN
(SEE NOTE 3)
3116" 3116
3/8" (IN) STEEL
1/2 - 13 x 1 1/2 S. S. PENTA
COVER LIP PLATEX
HEAD BOLT AND 1/2" (IN)
/_ S. S. FLAT WASHER
1/8
BOLT PLATE CHANNEL -
SEE DETAIL
3/1fi -1-1/2
W
WWF -TIED IN 2
d 3 (SEE NOTE 6)
1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL
SEE DETAIL
(TYP
PLACES TO HEADED
ANCHOR SHEAR STUD
0
4
WWF 4x4-W2.9xW2.9
°
1
(TYP.) (6 GAGE)
d
BOLT DOWN
(SEE NOTE 10)
HEX COUPLING NUT ATTACHMENT TAB -
3/8" (IN) x 3" (IN)
S. S. 5116-NC x 718" (IN) WITH SEE DETAIL
HEADED ANCHOR
S. S. 5116-NC x 3/4" (IN) BOLT 8 THREE
SHEAR STUD -
EACH S. S. 5/16- (IN) FLAT WASHERS
WELDED TO
LIP PLATE
LID BOLT DOWN SUPPORT ANGLE -
1 112" (IN) x 3" (IN) x 114" (IN) ANGLE
DETAIL OE
ALTERNATIVE 2 SHOWN
112 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2' (IN) S. S.
3116" FLAT WASHER 1 1/8" (IN) x 2" (IN)
318" (IN) STEEL
COVER LIP PLATE
1 1/8' (IN) x 2" (IN) VERTICAL SLOT
VERTICAL SLOT
G7�
(TYPJ 3/1fi
1/118
311671112
WWF-TIED IN2
PLACES TO HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9
(TYP.) (6 GAGE) J
(SEE NOTE 10)
3/8" (IN) x 3' (IN)
HEADED ANCHOR
SHEAR STUD - J
WELDED TO
LIP PLATE
REVISION
"3/16V \---
1/8" (IN) x 3/4" (IN)
STEEL ANGLE
1fW (IN) x 3/4" (IN)
1/4" (IN) STEEL PLATE ANGLE (TYP.)
1/4" (IN) S. S. PLATE
LID SUPPORT - L SHAPE SHOWN
(SEE NOTE 3)
DETAIL OE
ALTERNATIVE 3 SHOWN
3/6 (IN) x 3 (IN) HEADED L LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16 (IN)
ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS
WELDED TO LIP PLATE
DETAIL E
ALTERNATIVE
O
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
1/2 -13 x 1 1/2 S. S. PENTA HEAD (SEE NOTE 12)
BOLT AND 1/2" (IN) S. S. FLAT WASHER
2" 9/16" (IN) 2"
LID LIFTING NOTCH - 1/4' (IN) x 314" (IN) DIAM. 2"
HOLE
3/8" (IN) STEEL COVER PLATE -
SHOWN CUT AWAY FOR CLARITY m
5/8'. (IN) x
1" IN
rr - - - -- ( )
3/16 1 1/2 T 7/16" (IN) x _ VERTICAL
3/4" (IN) SLOT
s LID SUPPORT - L SHAPE _ SLOT
SHOWN (SEE NOTE 3) ..
EXPOSE LID BOLT DOWN N DIAM. HOLE
SUPPORT ANGLE TO ATTACH
-- ALTERNATIVE 2 LID BOLT DOWN 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x
3 1n" ANGLE ATTACHMENT TAB 1/4" (IN) ANGLE
LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT BOLT PLATE CHANNEL
ANGLE - 2" (IN) x 2" (IN) x
1/4" (IN) ANGLE 1!2" (IN) S. S. HEX NUT
DETAIL OF o
LTERNATIVE 2 SHOWN (TYPO J OSE
PERSPECTIVE VIEW 1/8 ,�
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB
112 -13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12)
AND 1/2" (IN) S. S. FLAT WASHER
318" (IN) STEEL COVER 118" (IN) x 3/4' (IN) �p CI S TB���
PLATE - SHOWN CUT 1/4" (IN) STEEL PLATE ,r G
STEEL ANGLE S' ON4L
AWAY FOR CLARITY M I C�
r� 1/4" (IN) STEEL
--------------- _
3/16 11/2LID PLATE LOCKING ID�STANDARD"
(SEENSUPPORT- '� 3, " 1/8 DUTY JUNCTION BOX
b L SHAPE SHOWN a 3/
(SEE NOTE 3)
TYPES 1 & 2
STANDARD PLAN J-40.10-04
3/4" (IN) 1B SHEET 2 OF 2 SHEETS
RADIUS
1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION
ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL c"mc"h,rcrr
HEX NUT
SHOWN, MIRROR IMAGE ANGLE -MIRROR IMAGEJiecttve, ap,zxzo163azrM
DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFT ANGLE STATE DESIGN ENGINEER
LID BOLT DOWN ATTACHMENT TAB Washington ALTERNATIVE 3 SHOWN �I/ 9 P Po
ton State Do artment of Tro- nation
PERSPECTIVE VIEW (SEE NOTE 12)
1 /4" LOAD LINE 1/4"
FUSE
1
1/8" 00 O
CUTTING RINGS
FUSE KIT
rmrnvv nt I
VVTt_ Jt LIl t
FUSE KIT & SPLICE KIT DETAILS
SPLICE KIT
�tiCY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LET DATE:04/04
.... - nwr NARAF•. .in1± CP PA(:F•.IM3
T-427807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 12/09/2024 '
SURVEYED: SCALE: DATE:
VERTICAL:1988
DESIGNED: ' MAPLE HIGHLANDS 9/4/2024
AS NOTED HORIZONTAL::NAD 1983/1/1991 o C TY OF K T
I r� FIELDBOOK:
DRAWN: RENTONTIr\ a PAGE: ;R
ONE INCH DATUM DRAWING NO:
CHECKED: CAC AT FULL SCALE Planning/Building/Public Works Dept. IL.2
1.F1 IF NOT ONE INCH ILLUMINATION DETAILS SHEET: OF:
BY DATE APPR APPROVED: SCALE ACCORDINGLY
54 55
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DocuSign Envelope IC: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
MIN.
MIN.
LUMINAIRE POLE
JUNCTION BOX
CONCRETE PAD,
PLAN VIEW BROOM FINISH
LUMINAIRE POLE
CONCRETE PAD
m
4"
JUNCTION BOX
LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
GENERAL NOTES:
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
BE PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELEVATION OR BOTTOM OF SIDEWALK ELEVATION
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES ONLY
LUMINAIRE POLE \ L JUNCTION BOX
CONCRETE SIDEWALK
PLAN VIEW PER STD PLAN 102
LUMINAIRE POLE
CONCRETE SIDEWALK
PER STD PLAN 102
JUNCTION BOX
LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE WITH SIDEWALK DETAIL
-0"
CONCRETE PAD
JUNC11ON BOX PLAN VIEW
4"
CONCRETE PAD
JUNCTION BOX SIDE VIEW
INDIVIDUAL JUNCTION BOX PAD DETAIL
Y LUMINAIRE CONCRETE
STD. PLAN - 120
®� PUBLIC WORKS PAD/SIDEWALK AND APPROVED:
A = DEPARTMENT JUNCTION BOX CONCRETE PAD Martin Pastucha 7/27/2022
FN tO DATE
DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D71F
CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2
a ,
a
0.0
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
a
•a .
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6" 1'-0" 1'-0"
-GRADE LEVEL
CV <
C4
:4 .
<•4 • a
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
SHIM TO PLUMB
SEE NOTE 3
o #4 HOOPS
IIT 4 BAR E�AC I CORNER
MIN 1 TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
V-6" + 2" . V-6"
r-
- - #4 BAR EACH
z + #4 CORNER
m _ _ _ �I+ _HOOPS
PLAN VIEW CONDUIT ENTRANCE AREA,
SEE NOTE 5, STD PLAN 126.2
CONTROLLER CABINET FOUNDATION
Y CABINET FOUNDATION
PUBLIC WORKS DETAILS STD. PLAN - 126.1
APPROVED:
p DEPARTMENT Martin Pastucha 7/27/2022
N S O ram......
DATE
transpogroup
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
INSTALL DECAL NUMBERS/LETTERS VERTICALLY.
DECAL NUMBERS/LETTERS, SEE NUMBERING
EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN
DRY WEATHER, 50' F OR ABOVE
2
3
4
C
6
z
7 mz
0
NUMBERING EXAMPLE
�n
1-3/4" TO 2"
I-PEDESTRIAN
SCALE
CURB DECAL
TRAFFIC
FLOW
DECAL ORIENTATION
FOR POLES SHOWN ON STD PLAN 116.1
90. PEDESTRIAN SCALE
DECAL
PEDESTRIAN SCALE �ZURB
CURB DECAL
TRAFFIC TRAFFC
FLOW FLOW
DECAL ORIENTATION
FOR POLES SHOWN ON STD PLAN 117.2
TRAFFIC
FLOW
DECAL ORIENTATION
FOR POLES SHOWN ON STD PLAN 117.13117.1A
SCALE
CALE
LUMINAIRE STANDARD DECAL STD. PLAN - 121
®� PUBLIC WORKS NUMBERING SYSTEM APPROVED: 7/27/2022
A DEPARTMENT Martin Pastucha I
FN t� DATE
DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D71F NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF
SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL.
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABINETS SHALL BE
INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED
OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STD PLAN 135.
7 2" CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS
ELECTRICAL SERMCE/BBS CABINET CABINET TO THE CONTROLLER CABINET.
B. EACH CABINET SHALL HAVE A W DIAMETER PLASTIC DRAIN PIPE.
CONTROLLER CABINET
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3.
SHIM TO PLUMB 13. CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL
SHIM TO PLUMB BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE
CAPPED OUT PAST THE FOUNDATION.
SEE NOTE 3 SEE NOTE 3
4 HOOPS SHIM TO PLUMB
EQUAL SPACES) SEE NOTE 3
it III 1 �2•
111111
- i II
6" MIN 1" TO 2" J
Lj
FRONT VIEW Lj
3 - #4 REINFORCING BAR (EQUAL SPACES) 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 5
SEE NOTE 7
1O 3/8" DIAMETER PLASTIC DRAIN
IAl
SEE NOTE 13
W
0
Ir
6
3 - /4 REINFORCING BAR
(EQUAL SPACES)
NU
HORIZONTAL
COMBINED FNDATION
REINF. OU
BAR DIAGRAM
6 PIECES
PLAN VIEW
COMBINED CONTROLLER/ELECTRICAL SERVICE/BBS FOUNDATION
Y CABINET FOUNDATION
DETAILS STD. PLAN - 126.2
PUBLIC WORKS
• DEPARTMENT APPROVED: a 7/27/2022
Martln"Pasiucha
DATE
OBI
DocuSign Envelope ID: F09FD439-BD224654-ABD3-E560AA1F5959
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PUBLIC WORKS 5B8131F
PP OVZDStUCT1�P1
A DEPARTMENT Martin I- 8/2021 14:
N tDATE
DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D71F
GENERAL NOTES:
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL
GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT
CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL
HAVE NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS
OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE
TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
Y TRANSPORTATION NOTES
PUBLIC WORKS STD. PLAN - 135
APPROVED:
A DEPARTMENT Martin Pastucha 7/27/2022
FN T� DATE
31
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
COMPONENT SCHI llULE
OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 5T" JAW AT 9:00 POSITION
O PANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, 1 PHASE, 3 WIRE, 18 CKT, 1 OK AIC
MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200
BOLT -ON BRANCH BREAKERS, EATON TYPE BAB:
2 - 20/2 ILLUMINATION A, B
1 - 20/1 ITS
1 - 20/1 GROUND FAULT RECEPTACLE
1 - 40/1 SIGNAL (IF PRESENT)
1 - 40/1 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
1 - 15/1 CONTROL
3 - 20/1 SPARE
O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL,
SQD 891ODPA34VO2 -I REQUIRED
0 PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
PHOTO -CELL BYPASS SWITCH:
0
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
OGROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX
CABINET:
CONSTRUCTION:
NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM
FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT
MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL
DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH
ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET,
"BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER,
PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW
DEADFRONT: HINGED AND SECURED WITH QUARTER -TURN FASTENERS
FINISH: MILL FINISH ALUMINUM
1 - REQUIRED
UL LISTED PER STANDARD #508A
"SUITABLE FOR USE AS SERVICE ENTRANCE"
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
SERVICE CABINET NOTES ��pp RRT PLAN - 122.2
®� DEPARTMENTPUBLIC WORKS MaPrti�n a$tUC�l�i'8/2021 I 4;
FN C� DATE
3:
T-427808
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 12/09/2024 '
SURVEYED:
SCALE:
AS NOTED
VERTICAL* VD
HORIZONTAL: NAADD 1983/1991
DATUM
- -
C T Y O F
f;RRENTON
•
Planning/Building/Public Works Dept.
MAPLE HIGHLANDS
ILLUMINATION DETAILS
DATE:
9/4/2024
DESIGNED: TK
FIELDBOOK:
PAGE:
DRAWN: TK
ONE INCH
DRAWING N0:
IL.3
CHECKED: CAC
l•
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0 .
REVISION
BY
DATE
AP P R
APPROVED:
CAC
SHEET: OF:
55 55
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