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Home My WebLink AboutR-361468v ol[1]IE -W --+ CURB CENTERLINE STA 44 +27.33, 0.7' RT S W 45 +00 15 e S 4 SD SO -lam O SD W W 46 +00 S S SD - SD ....m,..,...� OH �.. SD - P W GARDEN AVE N - CITY OF RENTON UTILITY EASEVENT REC. 20070710000392 OH AP STA 46 +35.54, 24.00' RT Q EXIST R/W CURB CENTERLINE STA 47 +13, 0.0' LT /RT A 11 Py1 , -, p :► e SD - ft EXIST ESMT 4 30 / EXIST R/W Al- L/ AP STA 47 +35.54, AP STA 47 +65.54, 23.67' RTQ 23.67' RT Q PLAN 5�' QtU42�2P7J�oFP�e.oJECr. r,VrERSECTioN 0 5 10 20 40 60 nlc -ul E'uo P&sr LoCgrio,y% OM WEST 114,vP44/L Z- 41weriH P �N.� ec MEhVj)E`h'Z/.(G3 ViDF {l�I}( -�' GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES _ _ �- L- mcA�rv� of 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND 3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3. FOR 9tih RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. O �'¢ °¢ `jG ✓CS��AGiC% DRIVEWAY PLAN AND PROFILE SEE ROADWAY DETAILS, SHEET 7. FOR hand 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. DETAILS SEE CITY OF RENTON STD PLAN F004.1, F004.4, FOOS. /e ®%4 e.,wr 1 ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY rJf > 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. SECTIONS, SHEET 4 & 5. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. O INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL 5. FOR CHANNELIZAT10N & SIGNING PLAN, SEE SHEETS 33 - 36. PROVISIONS. Hoc p Go" Few ES oJ?osr �.. REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. SivENyvc l _u�_M_4rr1✓ rho ry V 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. . STA 44 +00.00, 36.75' RT TO STA 44 +53.68, 30.60' RT, 54.2 LF.� - 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. • STA 44 +00.00, 42.80' RT TO STA 44+55.18, 36.40' RT, 55.7 LF. • STA 44 +98.73, 30.60' RT TO STA 45 +33.76, 30.60' RT, 35.0 LF. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. • STA 44 +98.73, 36.40' RT TO STA 45 +33.76, 36.40' RT, 35.0 LF. Q HANDRAIL SKETCH DETAIL SE QUADRANT OF PROJECT INTERSECTION 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. QO PROTECT TIMBER POWER POLE. MAINTAIN 18" MINIMUM CLEARANCE BETWEEN NTS FACE OF POLE AND PROPOSED FACE OF CURB. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE PER CITY OF RENTON STD HANDRAIL vs PS 2A 11z 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD BY OTHERS. PLANS 204.00, 204.10, 204.20 AND 204.50. EAST CORNER OF LANDING PAD ® Of NE QUADRANT OF PROJECT INTERSECTION 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER SEE SHEET 14. WSDOT STD PLAN F- 10.64 -02. (NOTE: PS 2A HAS BEEN RELOCATED TO STA 50 +49.30, 67 'ZRT PER Q CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY BOB CASE) DRAINAGE NOTES SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT D2A STD PLAN A- 40.10 -02, XO SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. Q PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT HANDRAIL STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. CONSTRUCT CONCRETE BUMPOUT AROUND EXISTING MANHOLE PER DETAIL, LANDING PAD R=361468 7. ADA RAMP 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. ,.ONST U13T MODULAR o, WALL PER „ET. , SHEET 7A. CALL 3 WORKING DAYS 0 HANDRAIL SKETCH DETAIL BEFORE YOU DIG: 6 NE QUADRANT OF PROJECT INTERSECTION 811 1 CHANGE ORDER #1 - DRAINAGE REVISION ODB -N-jD-F572-o-12--1 NTS z GARDEN AVE CURB TAPER REVISION - FD #1 HJT NJD 107/27/12 SURVEYED: KPG ��MI� ns SU'P DRAWN BY: HJT Kp� 46 DRAWING NO. 15 RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14 HJT NJD 9 13 12 °" RECORD CITY OF RENTON SOUTH LAKE WASHINGTON s C -CURB EXTENSION AT GARDEN - FD 1 1 _ PROJECT NO. 156 ° DESIGN BV: HJT 75391hAveN 2502 Jefferson Public Works Department ROADWAY IMPROVEMENTS a HANDRAIL REVISIONS - CO 12 2 20 13 DRAWINGS FED AID NO. CHECK BY: NJD Seattle, INA 98189 Tacoma, WA 98402 CHANGE LATERAL ACROSS GARDEN - CO 11 D2 2D 1 ? 5506 �p ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN - rcx�° � PROJ MGR: NJD (2Q61266 -1640 (253) 627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 �L ee wNw.kpg.cam BASED ON CONSTRUCTION RECORDS BY. DATE. STA 44 +00 TO STA 48 +00 SHEETNO. 15 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 01 FILE: 08046PLN01.dwg 1 D c =y a 6 1 V z ao a - 1 o 0 O„z - -�0 �a 1 w 0 111 w u. _ Rlw v ol[1]IE -W --+ CURB CENTERLINE STA 44 +27.33, 0.7' RT S W 45 +00 15 e S 4 SD SO -lam O SD W W 46 +00 S S SD - SD ....m,..,...� OH �.. SD - P W GARDEN AVE N - CITY OF RENTON UTILITY EASEVENT REC. 20070710000392 OH AP STA 46 +35.54, 24.00' RT Q EXIST R/W CURB CENTERLINE STA 47 +13, 0.0' LT /RT A 11 Py1 , -, p :► e SD - ft EXIST ESMT 4 30 / EXIST R/W Al- L/ AP STA 47 +35.54, AP STA 47 +65.54, 23.67' RTQ 23.67' RT Q PLAN 5�' QtU42�2P7J�oFP�e.oJECr. r,VrERSECTioN 0 5 10 20 40 60 nlc -ul E'uo P&sr LoCgrio,y% OM WEST 114,vP44/L Z- 41weriH P �N.� ec MEhVj)E`h'Z/.(G3 ViDF {l�I}( -�' GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES _ _ �- L- mcA�rv� of 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND 3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3. FOR 9tih RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. O �'¢ °¢ `jG ✓CS��AGiC% DRIVEWAY PLAN AND PROFILE SEE ROADWAY DETAILS, SHEET 7. FOR hand 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. DETAILS SEE CITY OF RENTON STD PLAN F004.1, F004.4, FOOS. /e ®%4 e.,wr 1 ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY rJf > 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. SECTIONS, SHEET 4 & 5. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. O INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL 5. FOR CHANNELIZAT10N & SIGNING PLAN, SEE SHEETS 33 - 36. PROVISIONS. Hoc p Go" Few ES oJ?osr �.. REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. SivENyvc l _u�_M_4rr1✓ rho ry V 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. . STA 44 +00.00, 36.75' RT TO STA 44 +53.68, 30.60' RT, 54.2 LF.� - 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. • STA 44 +00.00, 42.80' RT TO STA 44+55.18, 36.40' RT, 55.7 LF. • STA 44 +98.73, 30.60' RT TO STA 45 +33.76, 30.60' RT, 35.0 LF. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. • STA 44 +98.73, 36.40' RT TO STA 45 +33.76, 36.40' RT, 35.0 LF. Q HANDRAIL SKETCH DETAIL SE QUADRANT OF PROJECT INTERSECTION 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. QO PROTECT TIMBER POWER POLE. MAINTAIN 18" MINIMUM CLEARANCE BETWEEN NTS FACE OF POLE AND PROPOSED FACE OF CURB. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE PER CITY OF RENTON STD HANDRAIL vs PS 2A 11z 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD BY OTHERS. PLANS 204.00, 204.10, 204.20 AND 204.50. EAST CORNER OF LANDING PAD ® Of NE QUADRANT OF PROJECT INTERSECTION 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER SEE SHEET 14. WSDOT STD PLAN F- 10.64 -02. (NOTE: PS 2A HAS BEEN RELOCATED TO STA 50 +49.30, 67 'ZRT PER Q CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY BOB CASE) DRAINAGE NOTES SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT D2A STD PLAN A- 40.10 -02, XO SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. Q PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT HANDRAIL STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. CONSTRUCT CONCRETE BUMPOUT AROUND EXISTING MANHOLE PER DETAIL, LANDING PAD R=361468 7. ADA RAMP 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. ,.ONST U13T MODULAR o, WALL PER „ET. , SHEET 7A. CALL 3 WORKING DAYS 0 HANDRAIL SKETCH DETAIL BEFORE YOU DIG: 6 NE QUADRANT OF PROJECT INTERSECTION 811 1 CHANGE ORDER #1 - DRAINAGE REVISION ODB -N-jD-F572-o-12--1 NTS z GARDEN AVE CURB TAPER REVISION - FD #1 HJT NJD 107/27/12 SURVEYED: KPG ��MI� ns SU'P DRAWN BY: HJT Kp� 46 DRAWING NO. 15 RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14 HJT NJD 9 13 12 °" RECORD CITY OF RENTON SOUTH LAKE WASHINGTON s C -CURB EXTENSION AT GARDEN - FD 1 1 _ PROJECT NO. 156 ° DESIGN BV: HJT 75391hAveN 2502 Jefferson Public Works Department ROADWAY IMPROVEMENTS a HANDRAIL REVISIONS - CO 12 2 20 13 DRAWINGS FED AID NO. CHECK BY: NJD Seattle, INA 98189 Tacoma, WA 98402 CHANGE LATERAL ACROSS GARDEN - CO 11 D2 2D 1 ? 5506 �p ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN - rcx�° � PROJ MGR: NJD (2Q61266 -1640 (253) 627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 �L ee wNw.kpg.cam BASED ON CONSTRUCTION RECORDS BY. DATE. STA 44 +00 TO STA 48 +00 SHEETNO. 15 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 01 FILE: 08046PLN01.dwg 1 D c =y a 6 1 V z ao a - 1 o 0 O„z - -�0 �a 1 w 0 z 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