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HomeMy WebLinkAboutR-361465AC -o 2y P C , 4% 1 1 I I l \ T \\ P l V _` , , P Ggiyq �� / w�� vzk �` rV STA 12 +69.80 41.57' LT STA 13 +35.01, �.. n� - - __ 22 5 17 19 27.78' LT 19 22 17 12 u - - - - -EXIST R /W -----° - - v C s TV CB 3588 PK# 8 10 ° a D72 � STA 13 +39.96 CD RIM 29.62' CUNC �. z p 31.25' LT 5 I I 30 29 P1 2Q A r 17 1+370 a, w - m a 17 - 24 19 17 STA 12 +6- .86 LLJ - f - /c - ' �� s' ` 30.71' Lr 19 2 II - z 7 LOGAN AVE N Ld I 13+7Q.72, O 2 +00 15 o �_- _._-_-; - AP STA N 1 _ -- -= 23.48 + T °o iSD w v 13 +00 L 14 +00 :: , ...... . - ..... 15- 3 (M.I 9 - 43 4 c P / so a,_� �_7 STA 12 +95.37 STA 13 +35.00, N 4348'09" E N MIC \ r 7.57 LT LT K9 21.8f 3 W P SD PK 10 -. - J 0 it w jt r STA 11 +51.10 2a_� x I J 1 P 3 50.52' RT o U icv S SD - rn S� D Q SID D-12 PK10 JIc O I / P P <.,�.. "..'mac-- __�CIR7 SD D72 _ `' - _... _. - - _ _ _ - _ _ _ - 3 ti �,..,.� 29 SD yy SD .. -.� _. .... - -- -- -- .. ... _ P^R,,,u.,, SD W 9 W ....- Pw 575 _ P 19 19 YEL � B 2`'CYr CB 3396 CB 3407 ^ ^'-^- RIM 28.30' RIM 28.41' 19 �.� .,.... .' n -"_' ..""." ...� _ -`." '""' '-° "_ _ -EXIST R /W- / Q I.E. 25.6' SE, 12' METAL I.E. 25.8' NE, 12" METAL N_ 52 5, 2 I.E. 24.6' SW, 12" CPP I.E 25.8' SW, 12" METAL SDMH 3409 CB 3329 CB 2426 CB 2427 Air ROPi CB 3408 RIM 27.16' RIM 27.46' RIM 27.87' RIM 27.79' RIM 26.99' I.E. 25.6' NW, 6" PVC Q� GENERAL SITE PREPARATION & TESC NOTES LE. 26.1' NW, 8" CONC I.E. 21.3' NW, 24" CMP E. 25.0' SW, 8" METAL LE. 25.5' SE, 4" Pvc I.E. 25.2' NW, 6" PVC I.E. 21.4' NE, 24" CPP LE. 25.2' SE, 4" PVC LE. 25.8' SE, 4" PVC 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, I.E. zs.t' SW, iz" METAL I.E. 24.7' NE, 8" METAL AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE I.E. 21.7' SW, 12" CPP INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SITE PREPARATION NOTES SITE PREPARATION LEGEND PLAN 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE Q1 REMOVE ASPHALT SIDEWALK. STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING ® REMOVE ASPHALT CONCRETE PAVEMENT LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. 0 5 10 20 40 60 ENGINEER. PRESERVE AND PROTECT MONUMENT. REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT 0 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. ■ INLET PROTECTION 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION OS REMOVE CONCRETE SIDEWALK. AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. 7Q SAWCUT & REMOVE ASPHALT PAVEMENT. SAWCUT 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. gQ ABANDON AND FILL STORM DRAIN PIPE: ABANDON STORM PIPE 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. • STA 14 +61.48, 28.97' RT TO STA 15 +00, 19.53' LT, 61.94 LF CLEARING LIMITS 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 12 REMOVE TREE. o SILT FENCE 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. SHEETS 21 - 26. 17 PRESERVE AND PROTECT TREE, SEE LANDSCAPE DETAIL AND NOTES 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. SHEET 47. 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. 19 PRESERVE AND PROTECT LUMINAIRE AND JUNCTION BOX. 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS © REMOVE CONCRETE SIDEWALK TO FENCE. NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER. PROTECT TREES PER 37 -42• NOTE 17, THIS SHEET. • STA 11 +03.90 TO STA 13 +35.27 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. ©9 COORDINATE REMOVAL OF EXISTING BUS SHELTER, FURNITURE, AND SIGN WITH KING COUNTY METRO. CONTACT DAVID KORTHALS R-361465 CALL 3 WORKING DAYS 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES (206- 263 -0475) MINIMUM OF 10 WORKING DAYS BEFORE SHELTER BEFORE YOU DIG: MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NEEDS TO BE REMOVED. 811 NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP:// WWW. KINGCOUNTY. GOV/ TRANSPORTATION / KCDOT / METROTRANSIT /CONSTRUCTION.ASPX. 30 REMOVE BUS STOP PAD. REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT 07/2014 SURVEYED: KPG THIS SHEET. tiMt rts So G� 44 DRAWING NO. 12 o� DRAWN BV: HJT RECORD CITY OF RENTON SOUTH LAKE WASHINGTON _ z DESIGN BY: HJT 75391h AveN 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 CHECK BY: NJD Seattle, WA 98109 Tatnma, WA 98 ve FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN PROJ MGR: NJD (20512851640 (25 31 627-0720 DATE: FEB 2012 ww com BASED ON CONSTRUCTION RECORDS STA 10 +00 TO STA 15 +00 NUMBER REVISION DESCRIPTION BY APP. DATE NnL � OA FILE: 08046PREP01.dwg � BY: DATE: SHEET NO. 12 OF 53 0 O � u �aC ° = o N z Q cO =o 3 m 3 O 3 z