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AWT " i I Aii (4) OVAL SLOTS
l U I D IRE AND POLE .ACCEPTING I'r36'r4'
RELATED PARTS SHALL BE FACTORY DALVA LIED STEL
PRIMED AND POWDER COATEp:-
ANCHOR BOLTS
Qg; RAL 90MIX ',ET SLAW 9'
BASE PLATE DETAIL
ritESTICE SERIES (CY1714) LED
POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS,
PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI#
UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_
RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT
(OR APPROVED EQUAL). DRIVER - -
' SHALL. BE INTEGRAL TO THE IN FOUNDATION
•' %TURIE
BOLT CIRCLE (DIA PER
BASE. PLATE DETAIL,
ANC.m BOLT - THIS SHEET)
J4 HOOPS 0 12'
FOUNDATION SECTION
Y CONDUIT UNLESS GROUND POLE TO
STATED O1t1ERWM ON FOUNDATION
PLANS
. S/4' CHAMFER (1Y0) � t•i .n
V-6' MLN BELOW
GROUND.
FOR STREET LIGHT 2•-0" MIN UNDER
STANDARD DECAL, PAVEMENT
NUMBERING BE TAIL,
REFER TO CITY OF EXTEN6 THE emi7
RENTON Sic PLAN f21 6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY it
BAMILL z
s
14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir -
STRAIGHT ALUMINUM POLE
(POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS,
BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c
i3
1
c. 3" MN.. BOLT
r PROJECTION
INSTALL GROUT. 24'
PROVIDE 1/2' DIA DRAM
TUBE THRCUGH GROUT. -
FOUNDA110N DETAIL
7/8- .DIA HOLE
1/4' STEEL PLATE
2',5' HANDHaE - BOLT CIRCLE (DIA
PER BASE PLATE
DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4"
BASE COVER BO46 BY CYCLONE
(OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL
M SEE PGLE BASE IOP OF_E4S DAI.(Ni .
DETAIL. THIS - -
SHEET _ ANCHOR BOLT, 4. TOTAL, .
. - 3/4' DIA (TYP)
16' OrAM T R
j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b'
HEOD PER ANCHOR BOLT).- -
FLAT WASHERS (6 KVO, PER - -
FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL
SEE THIS SHEET -
POLE ELEVATION FOUNDATION DETAILS
NEIGHBORHOOD STREET STD. PLAN — 116.1
PUBLIC 'WORKS
+ � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE
dzk
FIXTURE AND POLE DETAILS Da
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
T NUMBERING
2 EXAMPLES
3
4
C LED TYPE
5
6
7
WATTAGE
CURB
MOUNTING
HEIGHT AFP
15 FEET 9!
45'
TRAFFIC
~LOW
PLAN VIEW
1-3/4" TO 2"
2" TO 2-7/8-
2-1/2" TO 3"
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND '
PUBLIC WORKS STREET LIGHT STANDARD PLAN 121
�O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i
YATY,
NL
V I EMBANKMEM I ..
:> WIDENING :.: !�i I I .. SL PE 2H: IV (MAX)
i
'v<obbm
UNDISTURBED SOIL am
'i
RECOMMENDED
SLOPE211
(Inffl-) ORF
TEMPORARY SLOPE OR
SNORE AS REQUIRED
LIG,fr STANDARD
FOUNDATION I METAL FORM FOR LIGHT L - - -
FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED
N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH -
' I COMPACTED BORROW IN ACCORDANCE WITH
CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81
i
LIMITS TI STRUCTURE - -
' EXCAVATION -
3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY
IMDISTURBEDSOIL BY-
ASmBUILTS
(CASEA SHOWN) (CASEA SHOWN)
m
METHOD 1 METHOD 2
,I CHECKED FOR COMPLIANCE
METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS
This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS -
remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal
cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in)
form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED
against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all
ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V '
f
- - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - -
to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT
Support the form as necessary W remain Plumb. — - . - - - - - DATE
See Standard Plans J-28.24 and J-28.28 for maximum heights - -
See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE
installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - -
Place the concrete foundation. Alta-
Zeideurv•I, Sichard - -
concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM
i
After
poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin.
form portion. STEEL LIGHT STANDARD
anc ll with
handard Specification
or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - -
-
Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ.
Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S
SHEET 2 OF 2 SHEETS V/w1
- - N
APPROVED FOR PUBLICATION
CONSTRUCTION METHODS
-
N Z
/VORTHWEST
T-389715 TRA FF/NG EXPEI F TS o 302x,
G/ST
ERS' G�
11410 NE 124th St., #590, Kirkland, WA 98034 SS/oN L
lb
Phone: 425.522.4118 Fax: 425.522.4311 -
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AWT " i I Aii (4) OVAL SLOTS
l U I D IRE AND POLE .ACCEPTING I'r36'r4'
RELATED PARTS SHALL BE FACTORY DALVA LIED STEL
PRIMED AND POWDER COATEp:-
ANCHOR BOLTS
Qg; RAL 90MIX ',ET SLAW 9'
BASE PLATE DETAIL
ritESTICE SERIES (CY1714) LED
POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS,
PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI#
UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_
RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT
(OR APPROVED EQUAL). DRIVER - -
' SHALL. BE INTEGRAL TO THE IN FOUNDATION
•' %TURIE
BOLT CIRCLE (DIA PER
BASE. PLATE DETAIL,
ANC.m BOLT - THIS SHEET)
J4 HOOPS 0 12'
FOUNDATION SECTION
Y CONDUIT UNLESS GROUND POLE TO
STATED O1t1ERWM ON FOUNDATION
PLANS
. S/4' CHAMFER (1Y0) � t•i .n
V-6' MLN BELOW
GROUND.
FOR STREET LIGHT 2•-0" MIN UNDER
STANDARD DECAL, PAVEMENT
NUMBERING BE TAIL,
REFER TO CITY OF EXTEN6 THE emi7
RENTON Sic PLAN f21 6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY it
BAMILL z
s
14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir -
STRAIGHT ALUMINUM POLE
(POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS,
BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c
i3
1
c. 3" MN.. BOLT
r PROJECTION
INSTALL GROUT. 24'
PROVIDE 1/2' DIA DRAM
TUBE THRCUGH GROUT. -
FOUNDA110N DETAIL
7/8- .DIA HOLE
1/4' STEEL PLATE
2',5' HANDHaE - BOLT CIRCLE (DIA
PER BASE PLATE
DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4"
BASE COVER BO46 BY CYCLONE
(OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL
M SEE PGLE BASE IOP OF_E4S DAI.(Ni .
DETAIL. THIS - -
SHEET _ ANCHOR BOLT, 4. TOTAL, .
. - 3/4' DIA (TYP)
16' OrAM T R
j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b'
HEOD PER ANCHOR BOLT).- -
FLAT WASHERS (6 KVO, PER - -
FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL
SEE THIS SHEET -
POLE ELEVATION FOUNDATION DETAILS
NEIGHBORHOOD STREET STD. PLAN — 116.1
PUBLIC 'WORKS
+ � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE
dzk
FIXTURE AND POLE DETAILS Da
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
T NUMBERING
2 EXAMPLES
3
4
C LED TYPE
5
6
7
WATTAGE
CURB
MOUNTING
HEIGHT AFP
15 FEET 9!
45'
TRAFFIC
~LOW
PLAN VIEW
1-3/4" TO 2"
2" TO 2-7/8-
2-1/2" TO 3"
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND '
PUBLIC WORKS STREET LIGHT STANDARD PLAN 121
�O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i
YATY,
NL
V I EMBANKMEM I ..
:> WIDENING :.: !�i I I .. SL PE 2H: IV (MAX)
i
'v<obbm
UNDISTURBED SOIL am
'i
RECOMMENDED
SLOPE211
(Inffl-) ORF
TEMPORARY SLOPE OR
SNORE AS REQUIRED
LIG,fr STANDARD
FOUNDATION I METAL FORM FOR LIGHT L - - -
FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED
N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH -
' I COMPACTED BORROW IN ACCORDANCE WITH
CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81
i
LIMITS TI STRUCTURE - -
' EXCAVATION -
3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY
IMDISTURBEDSOIL BY-
ASmBUILTS
(CASEA SHOWN) (CASEA SHOWN)
m
METHOD 1 METHOD 2
,I CHECKED FOR COMPLIANCE
METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS
This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS -
remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal
cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in)
form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED
against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all
ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V '
f
- - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - -
to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT
Support the form as necessary W remain Plumb. — - . - - - - - DATE
See Standard Plans J-28.24 and J-28.28 for maximum heights - -
See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE
installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - -
Place the concrete foundation. Alta-
Zeideurv•I, Sichard - -
concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM
i
After
poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin.
form portion. STEEL LIGHT STANDARD
anc ll with
handard Specification
or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - -
-
Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ.
Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S
SHEET 2 OF 2 SHEETS V/w1
- - N
APPROVED FOR PUBLICATION
CONSTRUCTION METHODS
-
N Z
/VORTHWEST
T-389715 TRA FF/NG EXPEI F TS o 302x,
G/ST
ERS' G�
11410 NE 124th St., #590, Kirkland, WA 98034 SS/oN L
lb
Phone: 425.522.4118 Fax: 425.522.4311 -
�Z