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Home My WebLink AboutR-361463NUMBER RIM 28.23' LE. 26.2' NE, 8" CONC STA 44 +13.33, 10.25' RT_ z 10.25' RT ❑ ❑ ,�� P P P w 15 a STA 44 +28.33, 45 +00 18.72' RT ®0 Ir7 SW, 6" CONC j Q3)�/ L SD 60 CB 1999 RIM 28.21' I.E. 26.4' NE, 8" CONC PANEL REMOVAL, CONFIRM EXACT _LIMITS WITH THE ENGINEER PRIOR IL. TO WORK. PK #4 w STA 46 +16.31 w 24.24' RT 46 +00 L- STA 44 +13.33, z- STA 44 +56.07, STA 44 +91.33, 18.71' RT 38.45' RT TO 37.05' RT TO NEAREST JOINT NEAREST JOINT STA 44+37.62, 33.65' RT STA 44 +73.79, 36.00' RT PLAN 0 5 10 20 40 60 GENERAL SITE PREPARATION & TESC NOTES S I S SD \STA 44 +95.30, 36.00' RT D \SDMH 1752 120" STCR STA 45 +38.34, 2 RIM 30.99' 35.48' RT I.E. 20.5' NW, 60" CONC I.E. 20.5' SE, 60" CONC I.E. 23.5' SE, 12" CPP SDMH 1760 48" STCR RIM 30.80' I.E. 23.7' NW, 12" CPP I.E. 23.6' E, 18" CPR 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, SHEETS 21 - 26. 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS 37 -42. 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV/ TRANSPORTATION /KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. REVISION DESCRIPTION - Lou '.I NJI i mu Vy IJ IG CONCRETE CURB AND /OR CONCRETE CURB & SURVEYED: KPG ® DOB NJD 0542012 REMOVE CONCRETE SIDEWALK. © atiMt sso R o DRAWN BY: HJT oil • 0712014 27.99' RT, 53.7 LF. FED AID NO. HJT STA 44 +00.00, 42.59' RT TO STA 44+55.17, c FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 _ z DESIGN BY: HJT Qg ABANDON AND FILL STORM DRAIN PIPE: [O STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. P 5506 \k Q TF.w�9 `t]� CHECK BY: NJD PROJ MGR: NJD i 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. NqL �� \ REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. BY APP. DATE 0A FILE: 08046PREP01.dwg STA 44 +00 TO STA 44 +50 10.25' RT ❑ ❑ ,�� P P P w 15 a STA 44 +28.33, 45 +00 18.72' RT ®0 Ir7 SW, 6" CONC j Q3)�/ L SD 60 CB 1999 RIM 28.21' I.E. 26.4' NE, 8" CONC PANEL REMOVAL, CONFIRM EXACT _LIMITS WITH THE ENGINEER PRIOR IL. TO WORK. PK #4 w STA 46 +16.31 w 24.24' RT 46 +00 L- STA 44 +13.33, z- STA 44 +56.07, STA 44 +91.33, 18.71' RT 38.45' RT TO 37.05' RT TO NEAREST JOINT NEAREST JOINT STA 44+37.62, 33.65' RT STA 44 +73.79, 36.00' RT PLAN 0 5 10 20 40 60 GENERAL SITE PREPARATION & TESC NOTES S I S SD \STA 44 +95.30, 36.00' RT D \SDMH 1752 120" STCR STA 45 +38.34, 2 RIM 30.99' 35.48' RT I.E. 20.5' NW, 60" CONC I.E. 20.5' SE, 60" CONC I.E. 23.5' SE, 12" CPP SDMH 1760 48" STCR RIM 30.80' I.E. 23.7' NW, 12" CPP I.E. 23.6' E, 18" CPR 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, SHEETS 21 - 26. 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS 37 -42. 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV/ TRANSPORTATION /KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. REVISION DESCRIPTION - Lou 14 NJI i mu Vy IJ IG CONCRETE CURB AND /OR CONCRETE CURB & SURVEYED: KPG ® DOB NJD 0542012 REMOVE CONCRETE SIDEWALK. © atiMt sso R o DRAWN BY: HJT VS • 0712014 27.99' RT, 53.7 LF. FED AID NO. HJT STA 44 +00.00, 42.59' RT TO STA 44+55.17, c FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 _ z DESIGN BY: HJT Qg ABANDON AND FILL STORM DRAIN PIPE: STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. P 5506 \k Q TF.w�9 `t]� CHECK BY: NJD PROJ MGR: NJD STA 47 +53.48, 19.40' RT TO STA 47 +67.23, 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. NqL �� \ REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. BY APP. DATE 0A FILE: 08046PREP01.dwg O GARDEN AVE N - CITY OF RENTCN JTILITY EASEMENT REC, 2CO70710000392 SITE PREPARATION NOTES W_ 47 +00 S _ s� SD SDMH 2041 120" STCR RIM 32.42' I.E. 21.1' NW, 60" CONC I.E. 21.1' SE, 60" CONC (� REMOVE ASPHALT SIDEWALK. DIG: REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. ® TIMBER POWER POLE TO BE RELOCATED BY OTHERS. Q5 REMOVE CONCRETE SIDEWALK. © REMOVE HANDRAIL. • STA 44+00.00, 36.91' RT TO STA 44 +52.88, 27.99' RT, 53.7 LF. FED AID NO. s STA 44 +00.00, 42.59' RT TO STA 44+55.17, 32.99' RT, 56.0 LF. FEB 2012 • STA 44 +99.10, 27.91' RT TO STA 45 +34.26, 30.42' RT, 35.3 LF. 9 STA 44 +98.17. 33.03' RT TO STA 45 +33.97, 35.83' RT, 36.0 LF. Q7 SAWCUT AND REMOVE ASPHALT PAVEMENT. Qg ABANDON AND FILL STORM DRAIN PIPE: STA 47 +10.72, 19.06' RT TO STA 47 +18.45, 14.96' RT, 9 LF. • STA 47 +53.48, 19.40' RT TO STA 47 +67.23, 15.06' RT, 15 LF. 13 REMOVE CATCH BASIN. 14 REMOVE, PROTECT AND STORE TREE FOR LATER TRANSPLANTING. SEE LANDSCAPE PLAN, SHEET 44. 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. 18 REMOVE CONCRETE SIDEWALK AND DRIVEWAY APPROACH. ©3 PRESERVE AND PROTECT TREES AND PLANT MATERIAL. s STA 44 +00 TO STA 44 +50 ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER, REMOVE TREES PER NOTE 14, THIS SHEET. • STA 44 +91 TO STA 48 +00 KPG61 753 9th Ave N 2502 Jefferson Ave Seattle, WA 96109 Tacoma, WA 9M02 (206)2661640 (253) 627 -0720 vmw.kpg.mm RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS EXIST ESMT EXIST R/W RIM E. w EXIST R/W - SD NW, 8" CONC CB 2005 RIM. 27.97' LE. 26,0' NE, 8" CONC CB 2040 RIM 27.97' I.E. 25.3' SW, 8" CONC I.E. 25.2' NW, 8" CONC SITE PREPARATION LEGEND w W w x 48 0 00 v N w z_ �. J 2 H Q REMOVE ASPHALT CONCRETE PAVEMENT Cx�bZXXXSZ� REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT 1 ■ ( INLET PROTECTION SAWCUT ABANDON STORM PIPE CLEARING LIMITS 0 SILT FENCE s� CITY OF RENTON rIt Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: R- 361463 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS SITE PREPARATION & TESC PLAN STA 44 +00 TO STA 48 +00 (P�8 i2 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 10 DRAWING NO. PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 10 OF 53 1 0 >y � u v D �x z 1 -�0 1 a> w =o 3 o N 3 z