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i <br />PLAN <br />0 10 20 40 60 <br />SCALE IN FEET <br />SIGN SCHEDULE <br />OY <br />STATION <br />OFFSET <br />DESIGNATION <br />SIZE <br />REMARKS <br />52 <br />22+29.22 <br />11.13LT <br />R5-1. DO NOT ENTER <br />30° X 30" <br />NEW <br />53 <br />21+16.81 <br />10.95LT <br />W17-1, SPEED HUMP <br />30" X 30" <br />NEW <br />S4 <br />21+17.68 <br />11.02RT <br />W17-1, SPEED HUMP <br />30" X 30" <br />NEW <br />S7 <br />20+25.02 <br />16.80LT <br />R6-1, ONE WAY <br />36" X 12" <br />NEW (2) <br />S9 <br />12+65.41 <br />483.72LT <br />D3, "TO SB 53RD (UP <br />ARROW)" <br />24" X 24" <br />NEW <br />525 <br />11+74.33 <br />246.46LT <br />R1-1, STOP; R5-1, DO <br />NDT ENTER <br />30" X 30°; <br />30" X 30" <br />NEW <br />S26 <br />11+41.44 <br />280.59Li <br />D3, "TO SB 53RD (UP <br />ARROW)" <br />24" X 24" <br />NEW <br />ALL SIGNS- INSTALLED PER COT STD DETAIL RS -23A <br />52ND PL S <br />NUMBER <br />START STA <br />NORTHING <br />EASTING <br />LENGTH <br />BRNG/DELTA <br />RADIUS <br />PI STA <br />TAN <br />L3 <br />20+00.00 <br />178424.77 <br />1285489.75 <br />153.84' <br />N 7'47'55" W <br />3 <br />32+75.85 <br />5.54' RT <br />L4 <br />21+53.64 <br />178577.19 <br />128546587 <br />56.44' <br />N 1445'20" W <br />PT <br />L5 <br />22+10.28 <br />178631.76 <br />1285454.50 <br />51.21' <br />N 2043'47" W <br />L6 <br />22+61.49 <br />178679.66 <br />1285436.37 <br />28.51' <br />N 35038" W <br />GENERAL 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 SAWCUTTINC, 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 />4. CONTRACTOR SHALL IDENTIFY. MEASURE, RECORD AND MARK IN THE <br />FIELD EXISTING CHANNELIZATION AND/OR EXCAVATION IN ORDER TO <br />INSTALL PROPOSED CHANNELIZATION 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 />E2 PAINTED 4" WHITE EDGE LINE PER WSDOT SID PLAN 14-20.10-02. <br />❑4 INSTALL THERMOPLASTIC STOP BAR PER COT STD DETAIL RS -20. <br />❑5 IMNSTALL-24.40-02. THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN <br />©INSTALL PRE -FABRICATED SPEED CUSHION PER DETAIL SHEET 26. <br />CITY TO PROVIDE PREFABRICATED SPEED CUSHION FOR CONTRACTOR <br />INSTALLATION. <br />111 NOTE USED <br />53ao1s4-___ <br />MATCH EXISTIN <br />VIN A <br />31�® 53RD AVE S 32+00 <br />9GF <br />505 <br />DWY 4 STA 32+45.36 <br />6.29' RT <br />2 TDWY 2 STA 31+37.84 <br />6.14' RI <br />53Ronves <br />SAWCUT POINTS <br />® <br />STATION <br />OFFSET <br />ELEV <br />DESCRIPTION <br />1 <br />32+64.44 <br />9.21' RT <br />69.35 <br />PC, R=10, MATCH EX <br />2 <br />32+61.34 <br />8.44' RT <br />69.80 <br />PT <br />3 <br />32+75.85 <br />5.54' RT <br />70.51 <br />PC, R=10' <br />4 <br />32+64.94 <br />2.82' RT <br />72.02 <br />PT <br />0 10 20 40 60 <br />SCALE IN FEET <br />PUBLIC WORKS DEPT_ <br />.EN GINEERING *STREETS *W ATTR*SEINER* <br />deal anal <br />drJe, <br />dreaded <br />by <br />BMC <br />MNE <br />NM <br />dare <br />02121 <br />02'21 <br />02/21 <br />prop e114 <br />proj dir <br />field IP, no <br />53RD AVE S <br />NUMBER <br />START STA <br />NORTHING <br />EASTING <br />LENGTH <br />BRNG/DELTA <br />RADIUS <br />PI STA <br />TAN <br />L7 <br />30+00.00 <br />178459.08 <br />1285764.37 <br />490.00' <br />N 22'48'11" W <br />MPG <br />Interdisapli ary Design <br />3131 EI16666e 2562.066 66666 <br />6ui'.e 610 Ie66me,'d'42WOt <br />.61116,1663tl 21 253,621,21 <br />I26E; 2961N0 .551.14.5,n <br />90% REVIEW <br />SUBMITTAL <br />SITE SPECIFIC CONSTRUCTION NOTES <br />O ROADWAY GRIND AND OVERLAY SECTION, SEE DETAIL, THIS SHEET. <br />OINSTALL NEW CEMENT CONC. DRIVEWAY ENTRANCE PER CDT STD <br />DETAIL RS -05. SEE PROFILES ON SHEET 18. <br />03 INSTALL NEW HMA DRIVEWAY. SEE SECTION, SHEET 2. <br />O INSTALL CEMENT CONC. SIDEWALK PER DETAIL PREVIOUS SHEET <br />O <br />INSTALL CEMENT CONC. CURB AND GUTTER PER DETAIL PREVIOUS <br />SH. <br />13 INSTALL CEMENT CONC. DRIVEWAY. SEE SECTION, SHEET 2 <br />2021 OVERLAY PROGRAM <br />53RD AVE S RE-ROUTE (SCHEDULE B) <br />53RD AVE S &S 137TH ST <br />date <br />6561510116 <br />20 <br />file to 20139 53160.111G <br />Kale = <br />date 06/2020 <br />