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HomeMy WebLinkAboutTED4001507.117f 14 Construct Sidewalk 6 f 62 C4'f Wide x 22'1' Long) �k Construct Sidewalk Construction Curve Edge C/e'f wldex8'fLong) Easement /0 B/end Taper fo Mefch Exrsf Match Exisfincy Be Taper /0.6' Rt 0= 70°36'02" Q - I3f 75 R T=/0.62, End Paper S.RIVERSIDE DRIVE f D Q / CURB RETURN ELEVATIONS PC, 8t02.93 35.65 1/4 35.74 1/2 35.83 3/4 35.91 PT 4483.72 36.00 �\ a 4f69-78 J� STA.13-�-5 0n I� Construction �� h0-�Nlafch Exrstin9 . ; BEGIN CONSTRUCTION BeglrR�rnP See Sheet 20 CURB RETURN ELEVATIONS PC. 9 t 67.56 36.7.7. 1/4 36, 65 1/2 36.4A 3/4 PT. 24 t 63.04 35. 8 6 W_ ......_ ...._ _ __ i //1( .a // /� / / 1 CURB RETURN ELEVATIONS PC. 14f69.78 36.00 1/4 36.20 1/2 36.30 3/4 PR.C. 8f 50. 88 36.66 6. 2 5 /?G . A?-c,,,rs.., fr Aln ";4 OO/,A MSLD 20' 10, 0 20, 40' SCALE IN 4TTRF NC 2754 ." ' DRAWN GL R 8-85 CHECKED p B. J. ii- 85 PROJ. ENGR. DIST. ADM.. 1 DATE REVISION 8+ 14.13 42°28'0 360.00' /39.88 266.35 P.I. STATION Z, R T L �- CURVE DATA 7f68.22 17129'23" 135.00' 20.77TL9 4/ P.I. STATION � R T EAST CURB CURVE DATA BYIAPP'D CURB RETURN ELEVATIONS PC. 9f 73.57 36.45 1/4 36.40 1/2 36.30 3/4 36. l8 P,T. 25 t 23. 2 1 36.05 STA. 25+85 END CONSTRUCTION RTOTAL NO " ISTATEI FED. AID PROD. NO.1 SNO T SHEETS 10 IWASHI BRM-1157 (1) JOB NUMBER 86 W 002 CONTRACT NO. CURB RETURN ELEVATIONS P.C. 25 t 29.82 35.73 1/4 35.80 1/2 35.85 3/4 35.85 RT. /Of 21.76 35.77 Z�= 91°55'03", R= /5.00' T = /5.5/ " L= 24.06' CURB RETURN ELEVATIONS PC, 24-f69.52 35.95 1/4 36.05 1/2 3/4 36.07 P.T. /0 t //. 75 36.04 `?: " � V Match EX/S f/n0 CURB RETURN ELEVATIONS PC. 3I t 23.4-0 A' 34.77 1/4 34.80 1/2 34- 83 3/4 34.86 P.T. 5t90.29 Match Exis .34:90- f4/:t �ch E"xisf P�v'f. 22,4 4/ Mefch Exist Curb and 45UIlet- CURB ELEVATIONS P.C. //f 39.55 34.68 1/4 34.74 1/2 34.60 3/4 34.86 P.T. //t 86.57 134.9a CURB RETURN ELEVATiONS PC. /2t//08 35.01 1/4 1/2 35.03 3/4 P.T. 4f 99.48 134.98 - - - -----... - OtC A"',"b+453.51 A/ /ST Sf. L= 93"20' /7' to R = /5. 00 5f 90. 29 PT Al. /ST Sr �;; v^' 5'1+4ine`',A' �a. T = /5.90 ' End Curb, Gutter S�dewk M27 EXistrny Pavement L = 24.44 Match Exlsfln.y HIGHWAY DIVISION Feb. 28, 198 6 APPROVED � Washington State wro Department of Transportation ENTRANCO ENGINEERS, INC. BELLEVUE, WA I EVERETT, WA CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT PLAN # 2 (STA. 6 +00 TO STA. 12 + 33) SHEET II OF 35 SHEETS DOT FORM 221-011 � T Revised 9/82 C0.�2-►�0� { 1 SCANNED OCR 2 7 2006 ,'% 7J