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1:
FACE OF CURB
5 112' 1"
1/2'R. 1"R'] .. 11:24
70P OF
_ - 1/2" R. ROADWAY
L 1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:24
TOP OF
2" R. ROADWAY
Y /
T- 6" -
DEPRESSED CURB SECTION
AT SIDEWALK RAI
6" CEMENT CONCRETE
1i2" R. -- - I" R - SIDEWALK RAMP
VARIES OR LANDING I
FROM / I
6" TO 0 T ---
6 `r °
r o
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
612'
SEE DEPRESSED CURB DETAIL THIS SHEET
24
TOP OF
1 1/2" R. ROADWAY
T L
D ° 4
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
TOP OF
° tD ROADWAY
GUTTERSURFACE I
�f 1
I
1" R. -
\ R. CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES'.
' t 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Monolithic Driveway Curb IS. Gutter Section see Standard Plan 1042
��Y o STD. PLAN - 101
PUBLIC WORKS DEPARTMENT CONCRETE CURBS PR 'ED
FNTO GreliZimmerman. Public Works Administrat.I
l ,r_ BID ITEM (INCLUDES SIDE
.. 6 MW�_ VARIES (SEE N(
10 LFOFPAVE r
DRIVEWAY REQUIRED 1�
316' EXPAN510N1 JOINT m'P.I
(SEE STD PlAN,1 - TSEE1
r'
yI
0
m�N
CONSTRUCTIONlOIRAMNT -"-'
~ i SEENOTEI CEMENT CONCRETE
PSLOPEWITHI(TV J / (8' Cl1Reb GUTTER -J
/�v/ ITSBE dl:,
3,Sr'D`ONTRACTION JOINT (TYP I J/
(SEE STD PLAN 102) PLAN VIEW
(TYPE C3 SHOWN, C1 a C2 6 C-MAX SIMILAR)
(SEE NOTE 9)
ES
ISEE NOTE 101 � �:
CMIN DEPRESSED CURBb GUTTER-,\ '(SEE NOTE 3)
SIOEWN.K /� LB'EXIPANNJOIN'(TYP.)
cl:rilrw I n 1 SE 9T0 PLAN
01 SIDEWALK VAOTN
12' FYP)
Lfsx n1PN.iN M,x
IEwAYJ 98`rull IN. ,GIRTH
SEC ION
I
For NOTES see STD. PLAN 104.2
5 IA
12Y p STD. PLAN - 104.4
Q'$®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C1 B, C2B, pPRO 1
A Tod C36, and C-MAXB (WITH BUFFER)
Gregg Zimmerman, Public Works Administrator
SEE NQIE2 /B'R X 5/8"D DUMMY JOINT BEE NOTE2
2'- If b
r
II I
I I
3/8- PREMOLDED JOINT FILLER (TYP)
CEMENTCGNCREIE
CURB AND GUTTER
PLAN VIEW
FACE CENTERLINE OF
CURB� FRAME b ORATE
I
5 1/2", 1"MATCH
1/2- R. 1' R. ROADWAY
FRAME AND ORATE - NOT INCLUDED
IN CURB AND GUTTEIRSID ITEM
SLOPE
° ,R. Ese
TOP OF
ROADWAY
,EMEC
_I
D
N.
• ° P D
• 0 D
p ..
ADJUSTMENT SECTION NOT INCLUDED
1.' .•D'
IN CURB AND GUTTER END REM
•
•• `
CATCH BASIN - NOT INCLUDED
D .
.•p ,P
D, D-
IN CURB AND GUTTER END ITEM
SECTION
/
GENERAL NOTES:
The intent of this design is to facilitate the removal
/
of a catch basin with minimal disturbance
of the curb.
The expansion joints of the
adjacent sidewalk shall
/
be adjusted to be in
line with these curb
I
expansion joints.
I I
I
I I
J
ISOIVE41C VIEW
Vi
S3'D• PLAN - 101.1
CEMENT
CONCRETE CURB
PROD:
+.+ PUBLIC WORKS
INSTALLATION AT
i DEPARTMENT
CATCH BASINS
DATE
SEE COWRAC11
IIL ROUOING 12'IINR(TYP.1
I I _ CURB NOT INGLLI9ED IN°BID ITEM -
i s.
SEE RAISED EDGE •38'IPREAfOLDED •`'�
1'-0- SIDEWALK ETA THIS SHEET JCNT FILLER
` MIN. (SEE CONTRALTI
( 12-IN,
R (T , WITH RAISED EDGE
/6URBNOT INCLUDED INEl. ITEM -
AH�.�1ER � i ..7.. :• �
f f•' :'
38 (IN PR TNT FIL ER f TOP O'ED GRADE I- (INI BELOW
LOTH FILLER TOP OF CONCRETE SURFACE
SIDEWALK
ADJACENT TO CURB t•-D' r D. MIN (SEE CONTRACT)
ROU DING 1/2' (IN) R (TYP.)
CURB NOT INCLUDED IN BID ITEM -
_1 5°L
318-TIN) 1'•..:'�.
BRIDGE OR PEDESTRIAN PREMOLDED WALL OR BARRIER
RAILING JOINT FILLER
ADJACENT TO CURB
BARRIER - SEE SIDEWALK (STEEP FI,L SLOPESI
CONTRACT PUNS ISEE CONTRACT. WALL OR BARRIER
'1 1 ' 1,2- (IN] R (TYP.: -,
L�
FLUSH � ' L I 15ea CURB NOT INCLUDED IN BID ITEM- SIDEWALK
I -
VERTICALWALL- 3l8'(INI PREMOLDED ••.«� �._• •-•'Y�
1 SEE DETAIL - JOINT FILLER (TYP.) ' ►' !) 7777
y
ADJACENTTO CURB AND RAILING OR WALL Ig+e'Uw PREMOLDED
f. JAINT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRALTI (SEE NOTE 10)
t1 pN SIDEWALK ADJACENT TO WALL DETAIL
(TYP'1 CURB NOT INCLUDED IN BID ITEM -
�15% 5%MIN 6
LEVEL
1 ••• r ,'SX _� 112' (INI R
FINISHED GRACE I' (IN) BELOW TOP CONCRETE
SURFACE FOR PLANTING -FLUU SH IF PAVED
ADJACENT TO BUFFER STRIP A" m 1 IINI R � • •'. � •
G BROONIED FINISH • ` • b'
4' WIDE SMOOTH
0' 4" E �\ TROWELED PERIMETER RAISED EDGE DETAIL
12 \` \` EX END SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
n"
4- CEMENT CONCRETE CURB
` �- (CURB ANDGUTTERSHOWNI
NOT INCLUDED IN BID ITEM
A' • D \, , For NOTES see STD PLAN 104.2.
Paved surfaces must comply with
v / STD PLAN 102.1 as applicable
31e i /- CINOSNIDTMEWC.•�. �► �II, 8'T• `• •.•=�+I' --J►-ibIlT��
1.4
JOINT
ILK ONLY
B.
EXPANSION JOINT IN BOTH 0
CURB AND SIDEWALK I SEE STD PLAN 1011 b ,q •, �b,°�.'•p •,
Fes,
JOINT AND FINISH PREMOLDED
JOINT FILLER
DETAIL
E EXPANSION JOINT C CONTRACTION JOINT
2Y
* PUBLIC WORKS CEMENT CONCRETE ppRODEP LAN - 102
O$ DEPARTMENT SIDEWALK
NT AiE
-- POLE -- --- -
2'-0"
(LUMINAIRE ARM 10'-0" _ DIRECT ACCESS
LENGTH)
3.5" DIA (LUMINAIRE ARM LENGTH) TO THE SCREWS
u�-i
HOLE 45' R 38"
2' TANGENT
(� 2.5 R
BRACKET
-__ � ,.. -�.--- -_ - _. LEADS
�r3 r THIS SIDE
4" OD HOLE WIREWAY 06 5/8"
I TOP VIEW
12'-0" a o
(LUMINAIRE ARM LENGTH) TERMINAL X
BLOCK
60' R 46" CONNECTOR
OE ^ 1 1/2
P"
WIREWAY
(LUMINAIRE ARM LENGTH) 4" OD HOLE
52" TANGENT 13.5"
TERMINAL BLOCK
O HOUSING DETAIL
3.5" DIA HOLE
MIN 01 1 19" WIREWAY
BRACKET SIDE VIEW DETAILS
6-0
(LUMINAIRE ARM LENGTH) o
7
16' R 22" C> =
ROUND CAP
ALUMINUM SHROUD = PIGTAIL FROM 11
4" OD HOLE (BY MANUFACTURER) FIXTURE TO
MANUFACTURER TERMINAL BLOCK
SHALL WELD SHROUD SHALL BE PROVIDED
BY MANUFACTURER
ALL THE WAY
AROUND FOR TERMINAL
BLOCK DETAIL, SEE
THIS SHEET
8' 0" LUMINAIRE ARM
(LUMINAIRE ARM LENGTH) a CLAMP -ON TO
' ¢ LUMINAIRE
30' R 30" LUMINAIRE cJ �
CONDUCTORS o
z Y DOME STYLE LED LUMINAIRE (WATTAGE
AND OPTICS PER PLANS, 4000K CCT,
4" OD HOLE B 120-277V UNIVERSAL DRIVER, WITH FLAT
GLASS LENS) BY CYCLONE (OR
APPROVED EQUAL) DRIVER SHALL BE
INTEGRAL TO THE FIXTURE
LUMINAIRE ARM DETAILS DECORATIVE LUMINAIRE
LUMINAIRE ARM MOUNTING
ti Y O LUMINAIRE AND MOUNTING , TD. PLAN- 117.3 F
®� PUBLIC WORKS BRACKET DETAIL
DEPARTMENT ROV D:
F_171=f4 55 1/
.DATE
nOnn �nA fl 0
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
�+_
1DLF OF PAVED
DRNEWAY REQUIRED''I.
-
38"E%PANSIDN J011.T ITYPI
CEMENT
n (SEE sm PLAN to21 T
`I
CONCRETE
J
�
_
SIDEWALK
o
�
o
SEE NOTES �
I
I
--
--
LONSTRULTIDN JOINT
..
SEE NOTE
RAAP WITH 12. Ir _
/l"� CEMENTCONCRETE
(B' CURB& SURER
SLOPE ITYP',
ISEE NOTE 31
18- CONTRACTION JOINT (TYP,
(SEE STO PLAN 1Q2)
PLAN
VIEW
vxwes
~-ISEE NOTE 1.) S ]T MAX. SEE NOTE B TYP).
fi'MIN
�\
6'MN
CEMENT CONCRETE
`. BIOEWAIK
6- MIN DEW: CU.AGUT1Hta`I�
We' EXPANSION JOINT (TYP) ISEE Nnr'31
SECTION �A ISEE STO PLAN tat)
DIFFERENCE IN SLOPE
DRNEWAYW PpSRNE
SLOPE( SLOPE SHOWN EXAGGERATE.)V7-
6 MIN.
DRIVEWAY WI RELATIVE
SECTION
NEGATIVE BLDPE (SLOPe-� (
•
-"
SHOWN EXAGGERATED) , /-� F
_.. -
CEMENT
CONCRETE
SIDEWALK
CEMENTCONCRETE
CURB A GUTTER
BEE NOTE 31
TES see STD. PLAN 104.2
t�Y O STD. PLAN - 104.1
* s� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP �'ED:
-R� DEPARTMENT ENTRANCE - TYPE R1
FNTO A
Gregg Zimmerman, Public Works Administrator
PAINT SPECIFICATIONS:
4' ALUMINUPOLE TOP CAP WITH
(3) SET SCRM EWS 0 120' APART
ALL ALUMINUM LUMINAIRE, POLE, CAST ALUMINUM
" - -
BASE PARTS, DECORATIVE BANNER ARMS, AND
..
DECORATIVE FLOWER BASKET ARMS SHALL BE
xY
FACTORY PRIMED AND POWDER COATED.
DOME STYLE LED LUMINAIRE
2,_D'
(WATTAGE PER PLANS,
ALL BANDING AND ALL OTHER MOUNTING HARDWARE
4,DOOK OCT. 120-277V
_ --
SHALL BE PAINTED TO MATCH THE COLOR OF THE
UNIVERSAL DRIVER, WITH
LUMINAIRE POLE.
RAT GLASS LENS) BY
"JET
CYCLONE (OR APPROVED -
-
FINISH COLOR: 1 9005TX BLACK"
EOUAL). DRIVER SHALL BE -
INTEGRAL TO THE FIXTURE.
- =
4" 0.0. '
ALUMINUM POLE
-
FOR MOUNTING ARM DETAILS
SEE STD DETAIL 117.3
_
--- ______=
N4.Ti5-
ROUND TUBULAR SECTION
22.25"
(NO TAR)
PE
(2) DECORATIVE BANNER
BRACKETS WITH
•• ROUND TAPERED POLE SECTION
SECURE TOP BANNER BRACKET
PRESSURE RELEASE
(0.14'/FT)
IMTH THROUGH BOLTS AND
SPRINGS WITH
SHIM TO LEVEL PER
/
I PROTECTIVE RUBBER
MANUFACTURER'S INSTRUCTIONS
COATING.
LOCKABLE OIE CAST NEMA 3R
LOCKING, PRINTABLE,
/
2' z 4' DECORATIVE
WEATHERPROOF, IN -USE COVER,
BANNER
MODEL WP1010MC BY
INTERMATIC (OR APPROVED
1' DECORATIVE
EQUAL) MOUNTED TO GFO
BANNER ARM 1WTH FINIAL
RECEPTACLE, PAINT TO MATCH
POLE.
--- -
STREET
2' 5* x 5" REINFORCED ALUMINUM
LIGHT DECAL
NUMBERING PER DECAL
j
DRIP ACCESS HANDHOLE OPENING
DIRECTION ORIENTATION LOCATIONS
NUMBERING DETAIL, CITY OF
ON POLE WITH i6"-16 HOLE FOR A
OF TRAFFIC • ALL HANDHOLE ACCESS
RENTON STD. PLAN 121.
GROUND CONNECTOR, FLUSH FITTING
ALUMINUM DOOR AND GASKET
STREET DOORS SHALL BE MOUNTED
SECURE BOTTOM BANNER
}SEE DECORATIVE
i AT 1B0'
CURB AND 0'
BRACKET WITH 3 ADJUSTABLE
FLOWER BASKET
SIDEWALK 'RECEPTACLE SHALL BE
a
STAINLESS STEEL BANDS AND
SEE STD DETAIL n7.5
MOUNTED AT 180'
SHIM TO LEVEL PER
_
<
MANUFACTURER'S INSTRUCTIONS
`-n
270F 9o' ' CARFLEX CONDUIT AND
Ia 4 IRRIGATION HOLE SHALL BE
I
LOCATED AT 0'
~`0
ISO,
I
o
IS MIN.
TO 3.5' MAX
POLE SHAFT FABRICATED FROM
6063-T4 ALUMINUM TUBE
(POLE ASSEMBLY HEAT
TREATED TO T6 CONDITION
i
AFTER WELDING)
6" OLD. x .250" WALL (POLE) `
TOP OF BASE ACCEPTING 6" STRAIGHT
ROUND POLE SECTION. APPLY SILICON
SEALANT AT INSTALLATION.
3' x 6" REINFORCED ALUMINUM
HANDHOLE OPENING ON POLE
WITH %,_16 HOLE FOR A
GROUND CONNECTOR, RUSH
FITTING ALUMINUM DOOR AND
GASKET
I
j
ASTM 356. SPLIT CAST
I
ALUMINUM BASE WITH 4' x B"
1
REMOVABLE ACCESS DOOR
FABRICATED ALUMINUM BASE PLATE
EAC!CURB
-
ASSEMBLY. SEESTD DETAIL 117.5
TOP OF SIDEWALK
`1 J
FOUNDATION CAP
LUMINAIRE AND POLE DETAILS
TYPICAL DOWNTOWN STREET
=F_____1NTs
- Y
Gti� o� DOWNTOWN STD. PLAN- 117.4
+ PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE APPROV
DEPARTMENT
08Q 18 2017 SURVEYED_
DU 29 2017 DESIGNED:
11 15 2017 TTG
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED
CALL 48 HOURS
BEFORE YOU DIG!
811
SCALE:
VERTICAL: NAVE) 1988
1 " = 10, HORIZONTAL: NAD 1983/1991AOQ%6CITY OF
URI RENTON
ONE INCH DATU M e
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
KKKIy^
X
CEMENT
CONCRETE
SIDEWALK
CEMENT CONCRETE
- CURB 8 GUTTER
C,-�Tl (SEE NOTE 3)
DEPRESSED MONOLITHIC
CURB 8 GUTTER
(SEE DETNL THIS SHEET)
TYPE C21B, - ISOMETRIC VIEW
(COMMERCIAL-, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
Expansion joint with 3 8" joint filler ale the driveway lane lines
P 1 1 Ds y
FACE OF CURB
(see std, plan 102). Construct expansion joints parallel with the
(J -
etrr
_ Of DEPRESSED culls DETAIL
anTHssHEET
centerline as required at 15' maximum spacing when driveway
CONTRACTION JOINT
widths exceed 30'.
SM PLAN 102
s Iff
I-
I
6
% r R. TOPOF
ROADWAY
2. See std. plan 102 for sidewalk details.
- - -- -- /
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details.
,Ir
"k
4. Not used.
5. The engineer will design all driveways to Include elevations at all
NOTE DFBVEWAY LONGITUDINAL EXPANSION
points marked with symbol "X". All elevations are at the back of
JOINTS SHAM BE FULL DEPTH
DEPRESSED MONOLfiHIC CURB 8 GUTTER DETAIL;
Curb top on u phlll side.
S. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see Bid. plan 102) shall be
spaced as shown In the corresponding Isometric view.
8. Slopes shall comply with sections 1l or R303.2.2 or
_ -- FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public
Rights -of -Way of November 23, 2005 (PROWAG).
�
9. Curb returns for any Type C-MAX Driveway may be approved on
/
a case -by -case basis.
1° R--CiU1TER SURFACE
10. STREET STANDARDS = Renton Municipal Code (RMC)
-Vill
Title IV Development Regulations
I ° , •�
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STAN DARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)_-
Title IV Development Regulations
Driveway Example: TYPE C1B I
CHAPTER 4
R=Resklen6el, C=Comrtlercial
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Number of Lanes,
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(Ml Lane Commercial)
REGULATIONS
S=BuRer(Plartin9Sbip) Blank=NOBufler -�
* PUBLIC WORKS
■` DEPARTMENT
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS
LAN - 104.2
PSRO �D:
T
;r
- Gregg Zimmerman, Public Works Administrator --
CONSTRUCTION NOTES
-�R F(IMAlibN C016UCM - _)4`FLEXIBLE
- rc 3� JL-AI S SZE SM - 1172
CONDUIT FOR
JI' FLEXIBLE
IRRIGATION
CONDUIT FOR
2" CONDO III BELL
I
SCH 80 REDUCER
IRRIGATION
--4
(S X T)
Lill
SCH 80 REDUCER
- =
I" CONDUIT FOR
2" CONDUIT PATH BELL END
IS X T)
-
W CI,AMFER
IRRIGATION
MICROTUBING
II
SEE TYPICAL LIGHTING
1' CONDUIT FOR
IRRIGATION
�
�
MICROTU8ING
UNDERGROUND D SYSTEM, CITY
OF RENTON STD, PLAN 119,
MICROTUBING
SEE TYPICOUND TING
UNDERGRSYSTEM, CITY �_
FOR JUNCTION BOX AND �° O,AAIFER
NICRONBING
_..
OF RENTON S�. PLAN 119, -
.J
�
PARING CONFIGURATION.
RECEPTACLE WIRING PER
6' FOUNDATION
FOR JUNCII BOX AND MIRING -
COItl(?GURA 11)N. RECEPTACLE
L �7� �
`51QEWACT(
PLANS
_ CAP
Iji PER PLA�1S
°
-
IRRIGATION CONIXIIT SHALL BE
yy11
_- --
a
ROUTED TO IRRIGATION VALVE
4
91
=
BOX. IRRIGATION EQUIPMENT
°
o110Al10N CONDUIT SHALL BE
_
SHALL NOT BE INSTALLED IN
st=
ROUi"�0 TOI4tR ATION VALVE
ELECTRICAL JUNCTION BOXES
T
BOX. Ar[GATI EQUIPMENT
SHALL NOT BE STALLED
Bf
r
ANCHOR BOLT, ALL THREAD, 4
_
ELECTI�CAL JACYI� BOXER v
-
-
TOTAL,'' OIA, 28" LONG (TYP)
° -
ANCHOR BOLT, 4 4
1ANCHOR
BOLT TEMPLATE $'
d
_
TOTAL. %" OA (TYP) ---
THICK STEEL PLATE. SIZE TO
- --
FIT ANCHOR BOLTS AND BOLT
ANCHOR BOLT TEMPLATE Y+"
-
Q;RCLE
THICK STEEL PLATE. 5'ZE TO
3V HEX NUTS, STEEL (6
FIT ANCHOR BOL-S A%D B0-' _
-
4 4
REO'D PER ANCHOR BOLD),
ORCLFr _ _
° a
II�
FLAT WASHERS (6 REOD PER
3f" HEX NUTS, STEEL (6
°
ANCHOR BOLT)
PER ANCHOR BQ'-D), 1-1
FA
Fk3LWA�EgS (6 REOb PER
4
ANG'!pR Ell --
4
GONDUMMUCHOR BOLT DETAIL FOR SPREAD FOUNOAT110
CONDUIT/ANCHOR BOLT DETAIL FDRSHAMOUNDATION
A. 18° SPLIT CAST
e<3 ALUMINUM BASE
8 WITH REMOVABLE
° ACCESS ODOR
r�l IT I IMF
ALUMINUM POLE
SHAFT
SPLIT CAST
((((((���ALUMINUM BASE
/ WITH REMOVABLE
/ ACCESS DOOR TOP OF
r'_._-. .....
x
m
�
LLUMI!NUM
HE
ALLOY)
3
IOLTS
It
1 3C LG.
X XTHK.
'L GUSSETS
LLOY)
50° WALL
OLE
DECORATIVE FLOWER BASKET DETAIL-
G1�Y o� DOWNTOWN STD. PLAN- 117.5
PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE pp VED:
DEPARTMENT DETAILS
FNTo J
ATE
T- 39550 2 R - 395511 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
m
Cn
Z
75
2
DATE: U
RENTON COMMONS LLC FIELD15/2017 z
215 WHITWORTH AVE S, RENTON, WA 98057 10
PAGE:
DRAWING NO:
COR STD DETAILS 7 2 ui
SHEET: 11 OF: 15
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