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HomeMy WebLinkAboutR-361462V x 3 O CB 1779 r RIM 29.10' BARK Z APPROXIMATE LIMITS OF CONCRETE I.E. 21.r 'N N, 12" PVC P - Q. � - PANEL REMOVAL, CONFIRM EXACT Qj I.E. 21.61 E, 1z° CON �I !1I LIMITS WITH THE ENGINEER PRIOR E. 21.21 E, 24" coNc �� TO WORK. V11 C Y r � P (TEMPORARY) r P P \ iri G -W w w-- ^.. S - I> , 1. '�YSD so RKQ Q NY OH s 1 ill& ti1'A;.. Af, 6" CONC S.111111 h" W, 8" CONC v, 1 5 10 20 40 .1 v1'LY ARROWr ' 11 G 2 PP TEMPORARY Q BARK f N W w W 40 00 i STA 40 +68.35, S 19.35' RT sD STA 40 +68.34, 23.18' RT PK #6 on STA 40 +33.71, p 42.39' RT AC KI P EXIST R/W s s S 15 4 23 2 23 1 SD SD SD SDMH 1967 RIM 29.35' .E. 24.6' NW, 12" PVC LE. 22.6' SE, 12" PVC LE. 22.5' SW, 12" PVC IN■IIA■IT:7A@ G w w w w GARDEN AVE N PK # 5 STA 43+73.90 \0013 93t� -�____ -- 24.32' RT 13 SO:SD: S: 15 1 15 23 23 23 D SD IIaI /t:! RIM 27.91' I.E. 25.7' SE, 12" PVC AC f- EXIST R/W 0 STA 40+91.02, ........... _. ._ .. .......... ..._ .__. _.... __ - - SOW 1504 - - - 20.39' RT - - - -- - - -- - - RIM 29 78' ��� -CB� 1603- _ -- - _ -- -- SDMH 1227 120 STCR STA 40+ 7.65, I.E. 21.6' NW 48" CONC RIM 29.48' O RIM 30.73' E 27.4' NW, 8" CONC EXIST R/W EXIST ESMT SDMH 1653 120" STCR 6 I.E. 21.2' NW, 60' CONC 24.16' RT I.E. 21.6' SE, 48' CONC RIM 32.64' LE. 21.2' SE, 60" CONC BEGIN CONCRETE CURB I.E. 21.5' NE, 24" CONC LE. 20.6' NW, 60" CONC LE. 27.2' SE, 8" PVC I.E. 21.7' W, 24" CONC SDMH 1491 120" STCR LE 20.6' SE, 60" CONC AND GUTTER REMOVAL RIM 31.97' CB 1222 I.E. 21.0' SE, 60" CONC RIM 30.01" LE. 21.0' NW, 60" CONC I.E. 28.4' NW , 8" PVC =w LLJ W 2 0 0 44 + IC 23 w - SD J F t GENERAL SITE PREPARATION & TESC NOTES SITE PREPARATION NOTES SITE PREPARATION LEGEND 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 01 REMOVE ASPHALT SIDEWALK. REMOVE ASPHALT CONCRETE PAVEMENT o INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 20 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. r 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE REMOVE CEMENT CONCRETE SIDEWALK AND/ OR PAVEMENT `1 STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING ® TIMBER POWER POLE TO BE RELOCATED BY OTHERS. > �J LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE m ■ INLET PROTECTION ENGINEER. © REMOVE HANDRAIL. d > 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF, STA 43 +90.55, 38.16' RT TO STA 44 +00.00, 36.91' RT, 9.5 LF. -- - - - - -- SAWCUT a z STA 43 +92.32, 43.88' RT TO STA 44 +00.00, 42.59' RT, 7.8 LF. n 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION / / / / / / / / / / /// ABANDON STORM PIPE T o AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. Q9 ABANDON AND FILL STORM DRAIN PIPE: N z • STA 42 +36.38, 19.05' RT TO STA 42 +47.36, 14.37' RT, 12 LF. - - CLEARING LIMITS 5. FOR SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLAN, SHEETS 33 - 36. STA 43 +81.33, 18.32' RT TO STA 43 +81.35, 15.28' RT, 3 LF. p SILT FENCE 3 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 13 REMOVE CATCH BASIN. o M..1 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 15 REMOVE CONCRETE PAVEMENT ALONG EXISTING JOINTS. z 8. FOR TREATMENT OF EXISTING LUMINAIRES AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION PLAN, ©3 PRESERVE AND PROTECT TREES AND PLANT MATERIAL, FOR TREE N SHEETS 21 - 26. PROTECTION DETAIL, SEE LANDSCAPE DETAILS AND NOTES SHEET 47. - • STA 40 +74.30 TO STA 44 +00 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. CALL 3 WORKING DAYS R 36146 BEFORE YOU DIG: 1 RA 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO #14 HJT NJD 09 13 12 SURVEYED: KPG REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07/2014 loeMt qs sod Kp� s% CITY OF FENT'ON SOUTH LAKE WASHINGTON DRAWING NO. 9 DRAWN BY: HJT RECORD b� rLL PROJECT NO. 11156 z DESIGN BY: HJT 753 ft Ave N 2502 Jefferson Ave DRAWINGS Public Works Department ROADWAY IMPROVEMENTS CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 9Ave FED AID NO. PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN (206)2861640 (2531627 -0720 DATE: FEB 2012 PROJ MGR: NJD NUMBER REVISION DESCRIPTION BY APP. DATE wwN com BASED ON CONSTRUCTION RECORDS STA 40 +00 TO STA 44 +00 w'L � � BY DATE: SHEET NO. 9 OF 53 0 FILE: 08046PREP01.dw 9 po�'� r;_> - f141&2