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Home My WebLink AboutR-3614790 NUMBER °°n°ncrn �nrr UNPAVED AREAS ---h -- PAVED AREAS SURFACE RESTORATION AS PER LANDSCAPING DETAILS UTILIZE NATIVE BACKFILL OR CSTC WHERE NATIVE IS UNSUITABLE AND AS DIRECTED BY THE ENGINEER 12" i (TYP) NOTE: FOR ALL NEW TYPE I AND TYPE II DECORATIVE ROADWAY LUMINAIRES, A BONDING WIRE SHALL 90' BE RUN FROM THE LUMINAIRE FIXTURE GROUND LUG TO THE SYSTEM BONDING WIRE. THIS WIRE SHALL BE THE SAME SIZING AND INSULATION THAT IS USED IN THE BONDING SYSTEM. J�, 0'— �--l-`'' -180' VERTICAL SAWCUT SEAL 90° ORIENTATION LOCATION: JOINT WITH PAVING ASPHALT I (TYPE II DECORATIVE ROADWAY LUMINAIRE POLE) 270' * LUMINAIRES ARE MOUNTED AT 0° 0'— -180' 0 STREET LIGHT STANDARD DECAL NUMBERING ARE MOUNTED AT 315' 270 HANDHOLES ARE MOUNTED AT 90' 4' MIN APPLICABLE IN PAVED OR UNPAVED AREAS) NOTES: 1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 957 MAX DENSITY. 3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO INSURE NO DAMAGES TO THE CONDUIT. 4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9- 03.9(3). CONDUIT TRENCH DETAIL POLE 4' -0" kIRE ARM LENGI 2" TANGENT F- 7.5' R 3.5" DIA HOLE 6' -0" (LUMINAIRE ARM LENGTH) 22° 16' R 4" OD HOLE IV) I u7 POLE 10' -0" (LUMINAIRE ARM LENGTH) 12' -0" (LUMINAIRE ARM LENGTH) I DEOCRATIVE LUMINAIRE ARM REVISION DESCRIPTION BY I APP.I DATE CtGAN� 1 R- 361419 ?0 ye39324�� S`10NAL Sri 011 SURVEYED: KPG DRAWN BY: � ORIENTATION LOCATION: /\� CHECK BY: \ \ \// EXISTING TYPE I DECORATIVE ROADWAY LAMIO0' POLE) ( \\ 31- \ \ m LUMINAIRES ARE MOUNTED STREET FOUNDATION DESIGN DETAIL, la � I EXISTING SUBGRADE 0 LIGHT STANDARD DECAL NUMBERING s o z o ARE MOUNTED AT 315' m (IJ FOR STREET LIGHT a HANDHOLES ARE MOUNTED AT 180' N STANDARD DECAL SEE TYPICAL SECTIONS NUMBERING DETAIL, o a AND ROADWAY DETAILS REFER TO CITY OF 3 w FOR RESTORATION S, J009 CONDUITS PER PLANS 10 LUMINAIRE ARM I8 LENGTH PER PLANS 8" BASE DIAMETER, og no COMPACTED GRAVEL BACKFILL FOR SMOOTH ROUND 2" 2" PIPE ZONE BEDDING, PER WSDOT STD SPEC 9- 03.12(3) �r ar-t 4' MIN APPLICABLE IN PAVED OR UNPAVED AREAS) NOTES: 1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 957 MAX DENSITY. 3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO INSURE NO DAMAGES TO THE CONDUIT. 4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9- 03.9(3). CONDUIT TRENCH DETAIL POLE 4' -0" kIRE ARM LENGI 2" TANGENT F- 7.5' R 3.5" DIA HOLE 6' -0" (LUMINAIRE ARM LENGTH) 22° 16' R 4" OD HOLE IV) I u7 POLE 10' -0" (LUMINAIRE ARM LENGTH) 12' -0" (LUMINAIRE ARM LENGTH) I DEOCRATIVE LUMINAIRE ARM REVISION DESCRIPTION BY I APP.I DATE CtGAN� 1 R- 361419 ?0 ye39324�� S`10NAL Sri 011 SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECK BY: HJT PROJ MGR: NJD FILE: 080461LLOt.dwg _t i 753 9th Ave N 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 99402 (206) 28&1840 (253) 627 -0720 www.kpg.com w N 27" DOMUS 55 SERIES LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120 -277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE THIS SHEET. 10 " -11 "0 BOLT CIRCLE PAINT SPECIFICATIONS: ALL ALUMINUM LUMINAIRE AND LIGHT POLE RELATED PARTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS). w _ P �° .n 0 (4) SLOTS ACCEPTING: (4) GALVANIZED STEEL Z ANCHOR BOLTS PER w 3 F Z ROADWAY LUMINAIRE POLE m o FOUNDATION DESIGN DETAIL, la � I fE SHEET 32. s o z o A m (IJ FOR STREET LIGHT �01� N STANDARD DECAL z NUMBERING DETAIL, a 46n REFER TO CITY OF 3 w RENTON STD PLAN ° J009 — I I8 8" BASE DIAMETER, og no SMOOTH ROUND w ALUMINUM POLE 8 R c m �z 0 0 REINFORCED HANDOLE o WITH COVER K 0 INSTALL ANCHOR o BOLT COVERS (PROVIDED BY POLE o MANUFACTURER) 1 DECORATIVE LUMINAIRE POLE NOTES * ROUND TUBULAR SECTION (NO TAPER) *+ ROUND TAPERED POLE SECTION (0.14 " /FT) + ++ NOMINAL LUMINAIRE HEIGHT (LUMINAIRE HEIGHT + SHROUD) go w Cif z z M J 2 01IIIIIIIII INSTALL 2" MIN. GROUT. PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT FOR CONCRETE LUMINAIRE POLE FOUNDATION, SEE DETAIL SHEET 32. DECORATIVE ROADWAY LUMINAIRE AND POLE (TYPE 1) RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: w 0 z F z 0 M 0 I in 27" ROUND POLE CAP LUMINAIRE ARM LENGTH PER PLANS DOMUS 55 SERIES LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120 -277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE THIS SHEET. 13 " -14 "0 BOLT CIRCLE (4) SLOTS ACCEPTING: (4) GALVANIZED STEEL ANCHOR BOLTS PER ROADWAY LUMINAIRE POLE FOUNDATION DESIGN DETAIL, SHEET 32. FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN J009 10" BASE DIAMETER, SMOOTH ROUND ALUMINUM POLE LUMINAIRE #14 POLE 3 CHANGED TO STEEL REINFORCED HANDOLE WITH COVER - INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE MANUFACTURER) FOR CONCRETE LUMINAIRE POLE FOUNDATION, SEE DETAIL SHEET 32. ROADWAY F_ c� z 7r w M z a w w ° _ c� J H w 0 M 0 0 M 0 0 S w w CL II ° W W CL - INSTALL 2" MIN. GROUT. PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT CALL 3 WORKING DAYS DECORATIVE ROADWAY LUMINAIRE BEFORE YOU DIG: AND POLE (TYPE II) 811 SOUTH LAKE WASHINGTON DRAWING NO. 26 ROADWAY IMPROVEMENTS PROJECT NO. 7156 FED AID NO. ILLUMINATION DETAILS DATE: FEB 2012 SHEETNO. 26 OF 53 I� I8 o M 0° D i ° ;1 a Z + 0 30 c �3 m M Im M I ti 0 r > I w 3 z m D n ^ la � I I� I8 o M 0° D i ° ;1 a Z + 0 30 c �3 m M Im M I ti 0 r > I F n v D a� Y D n ^ la � 5z s a 2O A = o (IJ �01� < 46n 3 z I - I I — I I8 og no a a y CDC G 8 R c m �z s VARIES -11' 5 -11' EXISTING PULLOUT WHERE EXISTING PLANTER SHOWN IN PLANS SIDEWALK WHERE SHOWN VARIES N PLAN EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT �5 �4 EXISTING EXISTING SIDEWALK PLANTER 2 WHERE 3 SHOWN VARA� IN PLAN 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) I EXISTING CURB & GUTTER "11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT TYPICAL SECTION NOTES CONSTRUC11ON CHANNELIZED ISLAND, WHERE SHOWN IN PLANS X20' 24' VARIES, 11' -14.5' VARIES, 11' -14' VARIES, 13' -17' THRU /RIGHT LEFT TL RN LANE THRU LANE 51-5.5' TURN LANE I 14 STA 40 +69.48 TO STA 42 +23.5 ;GARDEN AVE N TYPICAL SECTION A 3 APPROX STA 40 +67.65 TO STA 42 +23.5, LOOKING NORTHWEST NTS -20' 11' -11.2' GHT TURN CONSTRUCTION i 11' -11.2' THRU LANE OR LEFT TURN LANE 11' -11.2' LEFT TURN LANE 24' 11' -11.2' THRU LANE 5.3' -5.5' 14 STA 42 +23.5 TO STA 43 +34.33 7 3 GARDEN AVE N TYPICAL SECTION B APPROX STA 42 +23.5 TO STA 43 +70, LOOKING NORTHWEST NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED CSBC UNDER PAVED SURFACES. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER- EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH CSBC OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL T1MES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. 7. SALVAGE EXISTING IRRIGATION EQUIPMENT WITHIN LIMITS OF CLEARING AND GRUBBING IN ACCORDANCE WITH SECTION 8 -03 OF THE SPECIAL PROVISIONS. 8. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. NUMBER I REVISION DESCRIPTION I BY I APP. I DATE MATERIAL CODE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES PLANTER �5' WIDTH VARIES EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE ® MATERIALS DESCRIPTION 1 18" CEMENT CONIC TRAFFIC CURB & GUTTER (WSDOT STD PLAN F- 10.12 -02) 2 2" CSBC 3 10" CEMENT CONC PAVEMENT 4 2" HMA CL Y2" PG 64 -22 FOR OVERLAY 5 4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009) 6 COMPACTED SUBGRADE 7 EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES 8 2" BARK MULCH, SEE LANDSCAPE PLANS 9 12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 10 EXISTING ASPHALT CONIC PAVEMENT, THICKNESS VARIES 11 0.7' HMA CL X" PG 64 -22 PLACE IN 3 LIFTS 12 6" CSBC 13 MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB WSDOT STD PLAN F- 10.64 -02 15 4" CSBC 16 HMA CL X2" PG 64 -22 FOR PRELEVEL, DEPTH VARIES FROM 1 " -3" 17 24" TOPSOIL TYPE A SEE LANDSCAPE PLANS TO STA 44 +57, LOOKING iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS SURVEYED: KPG J. PSG THRU LANE RIGHT TURN LANE 9�pAl �1 04 wASy� 'PG DRAWN BY: HJT tip DESIGN BY: HJT z IN PLAN CHECK BY: NJD P 5506, k 14 STA l��,yr o PROJ MGR: NJD , Nat tiNG 44 +57 7 GARDEN AVE 0,1' FILE: 08046TYP01.dwg iii- 753901AveN 2502JefersonAve Seattle, WA 98109 Tacoma, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CONSTRUCTION �5' "4' -11' 24' , 24' EXISTING SIDEWALK EXISTING PLANTER WHERE SIDEWALK PULLOUT WHERE SHOWN IN PLANS 12' 12' 12' 12' THRU LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE SHOWN 5.3' -5.5' VARIEi IN PLAN 14 STA 44 +27.33 TO ` EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT '5' �4' EXISTING EXISTING SIDEWALK PLANTER WHERE SHOWN VARY IN PLAN EXISTING CURB & GUTTER VARIES, 7' -10' -11' PULLOUT WHERE SHOWN IN PLANS EXISTING CONCRETE PAVEMENT 24' EXISTING 12' SIDEWALK THRU LANE VARIES �T EXISTING CURB & GUTTER RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z 14 STA 44 +27.33 TO ` STA 44 +57 7 GARDEN AVE N TYPICAL SECTION C APPROX STA 43 +70 TO STA 44 +57, LOOKING NORTHWEST NTS NOTE: FOR SIDEWALK FROM STA 44 +37.62 TO STA 44 +57, SEE ROADWAY PLAN, SHEET 15. CONSTRUCTION i 24' 24' 12' 12' 12' 12' 1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE 5.3' -5.5' _ . . _ 14 STA 44+57 TO STA 46 +75.25 7 3 GARDEN AVE N TYPICAL SECTION D APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1 NTS NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26, AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41, SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND DETAIL SHEET 7. CONSTRUCTION 12' 12' THRU LANE I RIGHT TURN LANE 24' 12' RIGHT TURN LANE -6' -8' GARDEN AVE N TYPICAL SECTION E APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST NTS WIDENING AREA VARIES. MATCH EXISTING ROADWAY R 361457 CROSS SLOPE � 43 CITY OF RENTON R rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: VARIES ru rv¢rt �SEMSTIANLG ' WIDTH VARIES WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES 1' PLANTER 1' "5' F EXISTING SIDEWALK WIDENING AREA VARIES. MATCH EXISTING ROADWAY CROSS SLOPE VARIES VARIES, 5' -9' 1' PLANTER 1' 1' J `.5% SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS TYPICAL ROADWAY SECTIONS A-►3 ' �- �ror�� 3:1 MAX TO MATCH EXISTING EXCEPT WHERE INDICATED ON PLANS. CALL 3 WORKING DAYS BEFORE YOU DIG: 811 DRAWING NO. 4 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEETNO. 4 OF 53 I 0 c > >; u G a= az 1 n �5 0 0 1 n wao 01 m 3 0 M� < 3 z