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DOUBLE YELLOW CENTER LINES
• • a • • • • • • ® • • • • • • • a 14-
3' �4" YELLOW TYPE 1
30 LINE MARKERS
4" YELLOW TYPE 2d
LINE MARKERS (REEL.)
SIN
GLE SKIP YELLOW CENTER LINES
'• �- 15' --� � 3'� • •
4" YELLOW TYPE 1 •4" YELLOW TYPE
LINE MARKERS LINE MARKERS (REEL.)
TWO-WAY LEFT TURN LANES
1 T 1 4
f-•9'•-t- 15' --1 • -�3'�- • • • �r
tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.)
14 YELLOW TYPE 1 LINE MARKERS
APPROACH LINES
13'�i 1 1 8 1 s: i:::: §:,TB'
4" WHITE TYPE 1
za LINE MARKERS
4" WHITE TYPE 2e LINE
MARKERS (REEL.)
SKIP APPROACH LINES
r9'3-�-
15' - �3' i t !
4" WHITE TYPE 1 4" WHITE TYPE \2e
LINE MARKERS LINE MARKERS (REEL.)
LANE LINES
t t 4"
Y-•9'•-t- 15' -1 i -1 1 33 • • •
4" WHITE TYPE 1 4" WHITE TYPE 2e
LINE MARKERS LINE MARKERS (REFL.)
2-WAY LEFT TURN ARROW SPACING
SPEED LIMIT 25 MPH - - - - - 200' O.C.
`40!!wo SPEED LIMIT 30-35 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
LEFT AND RIGHT TURN ARROW SPACING
APPROACH LINE LENGTH ARROW LOCATIONS OR
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE)
125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE)
OVER 300' ARROWS AT 100' INTERVALS
RAISED PAVEMENT MARKER (RPM) TYPES
RPM TYPE 2 RAISED FACE COLORS
RPM
COLOR
TYPE
2a
WHITE AND RED
TYPE
2b
SEE COR STD WATER PLANS
TYPE
2c
YELLOW AND RED
TYPE
2d
YELLOW AND YELLOW
TYPE
2e
WHITE - ONE SIDE ONLY
TYPE
2f
YELLOW - ONE SIDE ONLY
RPM SIZES
RPM
WIDTH/DIAMETER
HEIGHT
TYPE 1
f 4"
f 0.7"
TYPE 2
t4"
f0.7"
NOTE: RPM MATERIAL SPECIFICATIONS
SHALL BE PER WSDOT STANDARD
SPECIFICATIONS SECTION 9-21
RAISED PAVEMENT MARKERS (RPM)
PUBLIC WORKS CHANNELIZATION MARKERS DETAIL SM. PJM_ 109
,o A
DEPARTMENT Grecici Zimmerman
DATE
CURB LANE LANE LANE
CENTER
CENTER
IN
I
LANE
LANE
f CMIN.(TYP.)
24"
LANE
CONCRETE LINE
(TYP.)
GUTTER
LAN E
LINE
CURB LANE
10'
- 8"(TYP.)-STRIPE
{+- 8"(TYP.)-OPEN
8"(TYP.)--STRIPE
-TIRE J TIRE J TIRE TIRE
TRACKS_)
RACKS TRACKS TRACKS TRACK
* TYPICAL 4-LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
n1� PUBLIC WORKS
DEPARTMENT
7wvoi
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
THERMOPLASTIC/PAINTED
CROSSWALK
\0 �F WA
Sy/ SC
tic
41
3232GISTE
SSIONAL 13,21
8
NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPL,E HIGHLANDS
4i
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
506
1 CITY COMMENTS 11.12.19 YLP
2 INTAKE COMMENTS YLP
3 CITY COMMENTS 07.27.21 YLP
N0.
REVISION
SIGN INSTALLA TION
SIGN
NORTHING
FASTING
STOP SIGN #1
178931.5743
1321205.8115
NPA T #1
178933.6135
1321315.9492
NPA T #2
178938.8389
1321528.5398
NPA T #3
178943.0125
1321735.8353
NPA T #4
179080.6668'
1321181.8068'
NPA T #5
178988.8410'
1321182.9338'
NPAT #6
178878.9697'
1321184.8505'
NPA T #7
178776.7224'
1321186.2554'
NPA T #8
178785.6987'
1321161.1644'
NPA T #9
17888Z 9460'
1321159. 7595'
NPA T #10
178997.8226'
1321158.2288'
NPAT #11
179062.9744'
1321783.7898'
NPAT #12
178963.4704'
1321785.5944'
NPAT #13
178872.6372'
1321788.0836'
NPA T #14
178762.1505'
1321790.2754'
NPA T #15
178873.0051 '
1321816.0813'
NPA T #16
178964.0736'
1321814.1582'
NPAT #17
179063.5713'
1321812.0571 '
STOP SIGN #2
178912.8646
1321770.6614
NO TES:
1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION.
2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS.
J. NO PARKING IS PERMITTED ALONG NORTH SIDE OF ROAD A. "NO PARKING" SIGNS SHALL
BE INSTALLED ALONG THE PERIMETER.
02.14.20 YLP SURVEYED: SCALE:
DJC VERTICAL: NAVD 1988
06.16.21 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
08.13.21 YLP YLP
DRAWN:
GLB ONE INCH IM
CHECKED: AT FULL SCALE awe, v
YLP IF NOT ONE INCH
DATE APPR APPROVED: SCALE ACCORDINGLY
YLP
MUTCD SIGN R8-3 (MODIFIED)
NPAT = NO PARKING WITHIN 30 FEET
*ORIENT NO PARKING SIGN
TO MA TCH STOP SIGN
NOTE.- NO PARKING WITHIN 30 FEET
SIGN TO ONLY BE USED AT STOP
SIGN LOCATION. SIGN LEGEND SHALL
BE RED AND ONLY "P" AND "WITHIN
30 FEET" IS TO BE BLACK WITH
WHITE BACKGROUND.
12'
WITHIN
30 FEET
STANDARD PLAN K-80.20-00
MUTCD SIGN R8-3 (MODIFIED WITH
DOUBLE HEADED ARROW)
NPAT = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
NOTE. NO PARKING SIGN TO BE
BANDED TO STREET LIGHT POLE
WITH BANDS THAT MATCH THE
COLOR OF THE STREET LIGHT
(WHERE APPLICABLE); 100'
SEPARATION BETWEEN SIGNS
USE DOUBLE ARROW NO PARKING
SIGN AT ALL LOCATIONS EXCEPT ON
STOP SIGN. SIGN LEGEND SHALL
BE RED AND ONLY "P" IS TO BE
BLACK WITH WHITE BACKGROUND.
T- 409101
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
njanders 10/01 /2021
DATE:
C TY OF MAPLE HIGHLANDS 09.05.19
'D RENTON CHANNELIZATION AND SIGNAGE PLAN FIELDBOOK:
PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. 16210 SE 134TH STREET C40
RENTON, WASHINGTON 98059 SHEET OF:
40 41
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DRS PROJECT NO. 17020
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PA N SPEC Ca ONS ----1
A ! A UV L 'M. V:N RE A\D POLE
R__ATED PARTS S. A_'_ 9= FACTORY
P3V A\D POWDER COA__D^
RA 9�05:X %ET BLA,
PRESTIGE SERIES (GY17T4) ED
POST -TOP LUMINAIRE' (WATTAGE
PER PLANS, 4,OOOK CCT, ?20-277V
UNIVERSAL DRIVER, WITH VS3AR 2" CONDUIT UN
111111 ACRYLIC LENS) BY CYCLONE STATED OTHER%
(OR APPROVED EQUAL), DRIVER PLANS
9HA1I BE INTEGRAL TO THE
llt ! fi t�
FIX?JRE.
ERMINAL BLOCK LOCATED IN THE
FIXTURE
FOR STREET LIGHT
STANDARD DECAL
NUMBERING DETAIL.
REFER TO CITY OF
RENTON STD PLAN 121
14'--0" FLUTED SHAPE, 5" DIAMETER,
S1RAG141 Ai MiNUM POLE
(SD15 -14-B046--RAi.9005TX-TN43?
BY CYC'_.ONE (OR APPROVED EQUAL)
INSTALL GROUT.
PROVIDE 1/2" DIA DRAIN
TUBE THROUGH GROUT.
2" 6" HANDHOUE
DECORAi1V? ALJM NUM CLAMSHELL
BASE COVER BD46 BY CYCLONE
(OR APPROVED EOUA.)
SEE POLE BASE
CETNII THIS
SHEc:1
BASE. COVER
`- FOR FOUNDATION DETAILS,
SEE THIS SHEET
POLE ELEVATION
PUBLIC WORKS
DEPART1 MENT
� O
I�
Call 2 Working Days Before You Dig
811
Jtilities Underground Location Cente
(ID,MT,ND,OR,WA)
ANCHOR BOLT
---- (4) OVA_. SLOTS
m -
\1o'
BASE PLATE DETA-
8 - #5 BARS,
EVENLY SPACED
CEN'TR CONDUIT
IN FOUNDATION
901 T CIRCLE (DIA PER
BASE PLATE DETAIL,
THIS SHEET)
#4 HOOPS 0 12"
FOUNDATION SE"TiON
2" CONDUIT UNLESS - - _- ------ GROUND POLE TO
STATED OTHERWISE ON FOUNDATION
PLANS
m�
3/4" CHAMFER (tYP) --
V6° MIN BELOW ---
GROUND.
21--0" MIN UNDER
PAVEMENT
I.
EXTEND THE CONDUIT
6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY
BACKFILL
#4 HOOPS @ 12" ----- '�~
8 .. #;y BARS,
EVENLY SPACED
2 1/2" CLR
U
— 3" MIN. BOLT d
PROJECTION
FOUNDA'ICfv DE`A.II.
I
P.
7/8" DIA HOE
1/4" STEEL PLATE
...,__.._ BOLT CIRCLE (DIA
",1
PER BASE PLATE
DETA.., THIS SHEET)
ANCHOR ROi_ IE:MP ArE: DETAIL
PULE BASE DETAIL
._.-�
TOP OF FOiNDA11r;N
ANCHOR BOLT, 4 TOTAL,
3/4" DIA (IYP) I
E i, OI N
3/4" HEX NUTS, STEEL (6
REO') PER ANCHOR BOLT), ;I
FLAT WASHERS !6 RE(YD PER I
ANCHOR BOLT)
ANNOR BOLT ASSEVBLY DETA
FOUNDATION DETAILS
NOTE: NO SONATUBE ALLOWED
FOR FOUNDATION CONSTRUCTION
NEIGHE30RHOGD SREET T
PcDESTR AN L_UM NAIREE
EIX 1-UREE AND POLE DE -TA L_S
STD. PLAN-
1161
.
PROVED:
P .dT
$,
UAL_
Taff
NORTHWEST �X
Tf2AFF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
Ln
FOR STD PLAN 117.1
_ ,'jr4" TO, 2"
`
}
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50° F OR
ABOVE
CURB
TRAFFIC
FLOW
PLAN VIEW
FOR STD PLAN 116.1,117.2,117.4
I�I�I�IIMI�y
WATTAGE
j ti�Y o S_T..F� E_T ._IGHT S TA NIEDARD STD. PLAN- 1z1
* PUBLIC WORKS DrCA_.. NI ,1B"RING SYSTEM �A PROV' -
DEPARTMENT :
1 REVISED PER COR REDLINES
NO. REVISION
SURVEYED: SCALE:
DESIGNED: AS NOTED
VJG
VJG 6/14/21 LDH DRAWN. VJG
VJG 6 2 LDH CHECKED:
—1 LDH
BY DATE APPR I APPROVED:
LDH
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
GENERAL NOTES:
1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO 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 OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
J. ALL EXISTING OR PROPOSED TRANSPORTATION 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 ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
7. 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.
8. 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.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
sex", TRANSPORTATION NOTESSTD. PLAN - 135
PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1 4
DATE
C TY OF
RENTON
Planning/Building/Public Works Dept.
T-409104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION ,
CBarnes 10/06/2021
DEVELOPMENT ENGINEERING
njanders 10/01 /2021
:0]
MAPLE HIGHLANDS PLAT
ILLUMINATION DETAILS
162N D AVE SE/SE 134TH ST
RENTON, WASH I N GTON 98056
6/14/21
FIELDBOOK:
PAGE:
DRAWING NO:
IL3
SHEET: OF: 3 4
Q0
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7'
STREET LIGHT POLE —,
PLAN VIEW
a 3,
4
BOX
i
4" DEEP
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE:
CLASS 'B' CONCRETE TO BE
USED IN CONSTRUCTION OF PAD
a • 9 $ d •+ + Qu
• a
PLAN VIEW 1'
INDIVIDUAL JUNCTION BOX
��Y ° STD. PLAN — 120
4 + PUBLIC WORKS CONCRETE PAD DETAILS ovED:
'` DEPARTMENT
�fi TE
4 III 3
a
wo
STD
�I PUBLIC WORKO SERVICE CABINET "PLAN ` 122.1
-R DEPARTMENT WITHOUT BB$
L'
I�
Call 2 Working Days Before You Dig
811
tilities Underground Location Cente
(ID,MT,ND,OR,WA)
?7jAffEX
TPA FF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
.OU
��III
SPLICEINLINE
LUMINAIRE HARES WILL BE A CONTINUOUS RUN
" FROM FUSE HOLDER TO FIXTURE WITH `
NO SPLICES.
GROUND ROD
FUSE KITS QUICK DISCONNECT
TO LUMINAIRE
3 AMP IN LINE FUSE KITS
LUMINAIRE WIRES WALL BE:�p12
S,E,C, OR EQUAL
AWG IN A JACKETED CA911
REFER TO WSDOT LOCKING LID STANDARD
GREEN INSULATED WIRE '
JJl!lIjjn JUNCTION BOX TYPES t & 2
T 0 FIXTURE GROUND LUC
".u4TANDAND PLAN J-40.10-03
GROUND LUG -
1/4"_ Ml`_ UM
- DRAIN 11OM
SPLICE KITS ON EPDXY
SPLICE AS ONALL TF1RU
2" MN. GROUT
UNDER POLE BASE -
TOP OF CONCRETE FOUNDATION TO
LEVEL. WITH TT OF SIDEWALK
W RE RUNS
OR CURB.".-
4" CONCRETE PAD
5" D"
.,
2' MIN. y8 BARE COPPER
GROUND WIRE
II II
01ND
CLAMP
li II
4�
1 -#8 EWIPMEN
VAREW/GREEN INSULATION
Z' PVC CONDUIT
1
f II
FROM SERVICE CABINET
SYSTEM
2 - UGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REG-D.)
CONCRETE
FOUNDATION
3' SO. OR DNA.
5/8"x8' COPPER CLAD
GROUND ROD
NOTES:
1. 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.
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR
THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUG.
8TD PLAN 119
+ a� PUBLIC WORKS TYPICAL LiGHTIN6 APPROvi D:.
74 DEPARTMENT UNDERGROUND SYSTEM
w
III ST v,t' GN
NAL
6-14-21
rnnv\/ r-11 1
WYE SPLICE
SPLICE KIT
DIAMETER
LOAD
I I
CUTTING RINGS
2 REVISED PER COR REDLINES
1 REVISED PER COR REDLINES
NO. I REVISION
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
Y O� ADOPTED
CITY OF RENTON
Standard plans
N 10� LST DATE: 1 1 /5/96
DWG. NAME: JR-12 SP PAGE: J013
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
100 A MAIN BREAKER (MIN.)
2 POLE 240 VOLT
m
a:
CNCH BREAKERS
20/240 VOLT z
FF z
TEST 16 POLE 4
SWITCH —�, r
TERMINAL
e ^ O
ram. y Q Q
CIRCUIT WIRES TO LIGHTING RUNS i
PHOTO -CELL TO GROUND
MOUNTED ON ROD
NEAREST
LUMINAYRE
WIRING COLOR CODE
A. WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D, RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
X PUBLIC WORKS STREET LIGHTING CONTACTOR P1x0 STD. PLAN - 128 ,
DEPARTMENT CABINET SCHEMATIC j
A
SURVEYED:
DESIGNED:
VJG
VJG 6/ 14/21 LDH DRAWN: VJG
VJG 2 6 20 LDH CHECKED:
LDH
BY I DATE APPR APPROVED:
LDH
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CONDUIT ENTR, AREA
d ,
p
o"o
b C
P� vlEw
SIZE TO FIT SIZE TO FIT
CABINET I q, CABINET
a —Grade Level
U .4
c4 " f
% ,
FRONT. VIEW. SIDE VIEW
STREET LIGHT CONTACTOR FOUNDATION
El L
Shin to plumb Shim to plumb
See Note 3 Sea Note 3
+I 04 hoops +l Q4 hoops
o #4 bar each comer a #'4 bar each tamer
-A f
6" MtN t" to 2" L6" MIN
3/8" diameter plastic drain 3/8" diomster plastic drotn
SIDE VIEW
Cabinet depth t'-6'
+ 2"
e
r
4
3
G +
SIDE VIEW
Cabinet depth 1'-6"
+ 2"
m
jj4 bar each r,
corner 3
w tV
G }
#4 bar each
comer
PLAN VIEW PLAN VIEW
PAD MOUNT PAD MOUNT
CONTROLLER' CABINET FOUNDATION $AS�RY �9CKUPYStijFM (BBS1 FOUNDATION
For NOTES see Std. Plan 126.2
° STD. PLAN —
* PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE ',
11R DEPARTMENT _ _ f ._
'R CITY OF
t RENTON
Planning/Building/Public Works Dept.
T-409105
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 10/06/2021 '
E
PMENT ENGINEERING
rs 10/01 /2021 (DI
DATE:
MAPLE HIGHLANDS PLAT 6/14/21
FIELDBOOK:
ILLUMINATION DETAILS PAGE:
DRAWING NO:
162ND AVE SE/SE 134TH ST IL4
RENTON, WASH I N GTON 98056 SHEET: 4 OF: 4
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