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HomeMy WebLinkAboutD-353106M L0 M 1` N IZ VJ W ..., 106@ W r.PEP. t�--- - - -CB 7 -TYPE F'J` E RIGHT-OF-W..AY FAR i zz SECTION 32, TWP 24 N, R 5 E, W.M. r \ 2 -o — C �ISTING'RIGHT -OF pWA - _-- ___ -__ -- z "x \ Z N W RADIUS -1113 0 U vi w Q z �\ D z Nzm 0 <5w w C-) N m U t� D Gy 3224059043 /.r h Lq °v N J D y �,1107 '�Cp 0 CT. ' 4 - A a ('1 1 m P� ,D Np�OVll..l JVRVCT OT. GVNIV WAHLSTROM, PLS#44651 0w�y &- 0abm>L-ine, Imo. (INFORMED LAND SURVEY) CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED 701 , WASHINGTON AVENUE NORTH SUITE 4- BY SC AND. BB. ON. 2/14/2011. & 2/15/201.1. SEATTLE, DEXTER E NOR f2S) 28h0860 ND. 1 1 1 I g W� A? CITY ROVy �1� o 4 1 i 1 �J 1 1 1 � 1 3 -TYPE 2 1 1` v 1 1 I 7G.I % L r? CONSTRUCTION NOTES: 1QFINISHED CURB LINE. SEE DETAIL 4, SHEET 9. (D REMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS REQUIRED) FROM STA. 20 +40 TO 24 +38. QMATCH EXISTING CURB (END OF EXTRUDED CONC CURB). ®CONTRACTOR SHALL PROTECT EXISTING CURB DURING CONSTRUCTION UNLESS SPECIFICALLY NOTED TO BE REPLACED ON THE PLANS. 06 REMOVE 5 LF OF EXISTING 24" STORM PIPE. PLUG AND ABANDON PER CITY STANDARDS.. ©CONNECT TO EXISTING NORTHEAST 24" STORM PIPE. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. ®PROVIDE TEMPORARY EXTRUDED ASPHALT CURB UNTIL PERMANENT CURB IS INSTALLED. ®GRADE ROAD TO DRAIN TO CB 9. 09 ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS. CONTRACTOR TO POTHOLE /VERIFY ANY CONCRETE PANEL DISTURBANCE PRIOR TO CONSTRUCTION. 10 CONNECT TO EXISTING 12" STORM PIPE. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. 11 CONTRACTOR SHALL FURNISH AND INSTALL EXTRUDED CONCRETE CURB PER CITY OF RENTON STANDARD PLANS. SEE SPECIFICATIONS. 1©CONTRACTOR SHALL FURNISH AND INSTALL NEW CURB. MATCH EXISTING ELEVATION AND CURB DIMENSIONS. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING- UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR' NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION, °` VI I I \-/I LAKE WASHINGTON BLVD NORTH B.P.B. REN TON STORM WATER & WATER MAIN DRAM C.J.K. DATUM S.A.C. Public Works Dept. IMPROVEMENTS REVISION BY DATE APPR SCAUE "' STORM PLAN AND PROFILE B.P.B. - ma�yy''((°° �} �s SHEETS l�Ld�i V.,./ «,.mod 353 1 06 M2 2/14/11 Rum DAMNS Ru 6 6 OR 27 I