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Home My WebLink AboutR-389786(O (O a J M ]L= O t3 X J V Z K Z O - O ~O N W z O Q2 Q 0 < g/•� LL t� O J a Q N Ld/ Q LL U Q W Ld Z > o (D Q z W V) --•-I V / Ld LL! m U % Ld D w -N Q N a. rT , 0 In o o i E-4 l� W J �l V a \ C M c 1ij C v a t3 X J V Z K Z O - O ~O N 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 W z O 2 3 D Y w U < t� J a Q (D W (D Q c0 m % w a. O J O W _J Q W � Z Z O O In 1— LTJ 0 Z O Li O t� (n 0 0 Q 0 z 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