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i <br />N <br />y <br />7a <br />Eft 1 <br />VaE SZ P jV n5 <br />5204 <br />12221-152 <br />a <br />4-40 <br />25 <br />STA 15+15.00 <br />MATCH LINE STA 20+20 SHEET 17 <br />10+ 0 <br />�/- <br />MATCH EXISTING <br />PAVING SEAM <br />APPROX. STA <br />14+35.00 <br />PLACE CURB & GUTTER <br />AGAINST SAWCUT EDGE. <br />S 137TH ST <br />NUMBER <br />START STA <br />NORTHING <br />EASTING <br />LENGTH <br />BRNG/DELTA <br />RADIUS <br />PI STA <br />TAN <br />Lt <br />10+00.00 <br />178428.75 <br />1285282.25 <br />334.44' <br />S 88'53'59° E <br />W11-2, PEG CROSSING; <br />W16 -7p, LEFT ARROW <br />30" X 30". <br />12" X 24" <br />NEW, MOUNT <br />ON E% <br />UTILITY POLE <br />L2 <br />13+34.44 <br />178422.33 <br />1285616.62 <br />190.56' <br />N 76'01'54" E <br />SiS <br />15+06.58 <br />21.19LT <br />SIGN SCHEDULE <br />® <br />STATION <br />OFFSET <br />DESIGNATION <br />SIZE <br />REMARKS <br />S12 <br />14+64.78 <br />27.36LT <br />PC, 4=15' <br />30- X 30" <br />REMOVE <br />STOP SIGN, <br />STREET <br />SIGNS TO <br />REMAIN <br />S13 <br />14+97.03 <br />14.58RT <br />W11-2, PEG CROSSING; <br />W16 -7p, LEFT ARROW <br />30" X 30". <br />12" X 24" <br />NEW, MOUNT <br />ON E% <br />UTILITY POLE <br />514 <br />14+99.52 <br />14.35RT <br />W11-2, PEG CROSSING; <br />W16 -7p, RIGHT ARROW <br />30" X 30", <br />12" X 24"ON <br />NEW, MOUNT <br />% <br />UTILITYEPOLE <br />SiS <br />15+06.58 <br />21.19LT <br />W11-2. PEG CROSSING; <br />W16 -7p, RIGHT ARROW <br />3D" X 30", <br />12" X 24" <br />NEW <br />516 <br />15+07.57 <br />21.31LT <br />W11-2, PED CROSSING; <br />W16 -7p, LEFT ARROW <br />30" X 30", <br />1Y X 24" <br />NEW <br />S24 <br />13+49.74 <br />27.80RT <br />W4 -4P, CROSS TRAFFICINSTALL <br />ODES NOT STOP <br />24" X 12" <br />ON <br />EXISTING <br />POST <br />ALL SIGNS- INSTALLED PER COT STD DETAIL RS -23A <br />PLAN <br />0 10 20 40 60 <br />SCALE IN FEET <br />GRIND/ OVERLAY SECTION <br />/77/7/ ///!f /7/7/77/7/7/7 <br />EXISTING 2" GRIND AND 2" <br />PAVEMENT HMA CL A° PG <br />58H-22 OVERLAY. <br />S 137TH ST PAVEMENT SECTION <br />NTS <br />CEMENT CONCRETE CURB k GUTTER <br />PER CDT STD DETAIL RS -04 <br />CEMENT CONCRETE SIDEWALK <br />PER COT 5T0 DETAIL RS -09, <br />4" DEPTH <br />2" CSTC <br />S 137TH ST SAWCUT REFERENCE POINT <br />4' CSTC, IF REQUIRED <br />TYPICAL CURB & GUTTER SECTION <br />NTS <br />PUBLIC WORKS DEPT_ <br />*EN GIN EE RIN G 5STREETS *W ATTR*SE WE Re <br />desimcd <br />dreg <br />checked <br />be <br />BEG <br />MNE <br />NM <br />dare <br />02121 <br />E2•21 <br />01/21 <br />Frolics <br />proj dir <br />field bkno <br />SO <br />86 <br />GENERAL NOTES <br />8.59RT <br />STA 14+66.22 10 <br />7.71' RT <br />SITE SPECIFIC CONSTRUCTION NOTES <br />1. CONTRACTOR SHALL IDENTIFY AND MARK IN THE FIELD ALL OVERLAY, <br />REPAIR AND RECONSTRUCTION LIMITS FOR CONTRACTING AGENCY <br />APPROVAL PRIOR TO SAWCUTTING, PLANING, AND/OR EXCAVATION. <br />2. THE LOCATION OF THE ALIGNMENT IS FOR GENERAL LAYOUT <br />PURPOSES ONLY. <br />3. INSTALL STORM DRAIN MARKER AT ALL GRATED CATCH BASIN <br />LOCATIONS. SEE DETAIL, SHEETS 3. <br />CONTRACTOR SHALL IDENTIFY. MEASURE. RECORD AND MARK IN THE <br />FIELD EXISTING CHANNELIZATION AND/OR EXCAVATION IN ORDER TO <br />INSTALL PROPOSED CHANNELIZAYON TO MATCH EXISTING LAYOUT. <br />5. THE LOCATION OF FEATURES SHOWN ON THESE PLANS IS <br />APPROXIMATE AND NOT BASED ON TOPOGRAPHICAL SURVEY. <br />CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO <br />CONSTRUCTION. <br />CHANNELIZATION NOTES <br />PAINTED DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN <br />M-20.10-02. <br />E2 PAINTED 4" WHITE EDGE LINE PER WSDOT STD PLAN M -20.10-D2. <br />E3 INSTALL THERMOPLASTIC CROSSWALK PER COT STD DETAIL R5-20. <br />53RD AVE S SAWCUT REFERENCE POINT <br />2" HMA CL 18" PG <br />58H-22 OVERLAY SECTION. <br />4" HMA CL 5" PG58H-22 <br />MPG <br />Interdiscipli ary Design <br />3131 EIHtl AAe 2612.e... Flea <br />s@e4.11 lien0'CII Colli <br />,Ale,, Ye 3tl21 250.IDM'I0 <br />I2DE:21,16,0 .2011.14.4,1 <br />90% REVIEW <br />SUBMITTAL <br />SAWCUT POINTS <br />® <br />STATION <br />OFFSET <br />ELEV <br />DESCRIPTION <br />5 <br />30+27.10 <br />2.47' RT <br />87.03 <br />PC, 4=15' <br />6 <br />30+10.70 <br />15.15' RT <br />86.71 <br />PT <br />7 <br />13+69.22 <br />10.17' RT <br />90.23 <br />SAWCUT/GUTTER <br />B <br />15+D&14 <br />6.40' RT <br />86.76 <br />SAWCUT/GUTTER <br />O1 ROADWAY GRIND AND OVERLAY SECTION, SEE DETAIL, THIS SHEET. <br />OINSTALL NEW CEMENT CONC. DRIVEWAY ENTRANCE PER COT STD <br />DETAIL RS -O5. SEE PROFILES ON SHEET 18. <br />O INSTALL NEW HMA DRIVEWAY. SEE SECTION, SHEET 2. <br />O4 INSTALL CEMENT CDNC. SIDEWALK PER DETAIL, THIS SHEET <br />O INSTALL CEMENT CONC. CURB AND GUTTER PER DETAIL, THIS SHEET. <br />©INSTALL PARALLEL CURB RAMP PER COT STD DETAIL RS -10 AND <br />RAMP LAYOUT SHEET 6. SEE DETAIL, SHEET 19. <br />O7 RELOCATE MAILBOXES PER COT STD DETAIL R5-36. <br />© ADJUST FRANCHISE UTILITY STRUCTURE TO GRADE. <br />O INSTALL HMA TRANSITION RAMP. SEE DETAIL, SHEET 2. <br />10 INSTALL CONC. INLET PER CDT STD DETAIL DS -09. STA/OFF IS SET <br />AT CENTER OF STRUCTURE. <br />11 INSTALL 8" DI STORM PIPE. CONNECT NEW INLET TO EXISTING CATCH <br />BASIN. MINIMUM PIPE SLOPE SHALL BE 1.07. <br />12 ADJUST EXISTING CATCH BASIN TD GRADE. INSTALL NEW FRAME AND <br />SOLID COVER PER DS -05. ANIT SKID COATING SHALL BE APPLIED <br />AFTER CONCRETE SIDEWALK IS PLACED. <br />14 REMOVE EXISTING PAVEMENT FROM STA 13+69 TO STA 15+15 ALONG <br />SAWCUT LINE TO EXISTING SOUTH EDGE OF PAVEMENT. <br />2021 OVERLAY PROGRAM <br />53RD AVE S RE-ROUTE (SCHEDULE B) <br />53RD AVE S & S 137TH ST <br />16 <br />20 <br />file No roles OOPD.oa1G <br />scale I' -a7 <br />date <br />202141004 <br />date 06/2020 <br />