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Home My WebLink About1558.7i 2 _r C-i1 H (0(0 C7 ~ V in 14.0' uj Q /p z r2 � I! 01 p TYP CONC. CURB GUTTER, .: /O SEE DETAIL TYP GUARD RAIL `-- EXIST CONC. PAV MT 2' 6' - If I ? 2 ROADWAY SECTION NO.I N. 4 TH ST. STA. 0+70 TO 4+60 0 I� z c� h= cn z 0 C.j "4.0' --- - - -�-� - 14.0' --- -- TYP CONC. CURB 81 GUTTER, SEE DETAIL E CONC. WALK IE, ROADWAY SECTION NO. N. 4 TH ST. STA. 4+60 TO 5+57.51 } ' 0 N �yC1 5� J� o N. P. !RY. 4+15 `201t) END GUARD RAIL REMOVE EXIST.ROADWAY PAVEMENT REGRADE SHOULDER ..OGAN ALOE N. ---- - - A = 73033'34 R = 218.00' T = 162.96' 1 L = 279.86' I S = 0.02' / Ft RUNOFF LENGTH100' REVISION DATE BY DESCRIPTION APPROVED 10.22.68 TDG REVISE ST. SEWER AT N.4th & BURNETT f✓ /' 4 10. 4.68 TDG _ ROADWAY CROSS SECTION ON N. 4 ST. io REVISED 8-27-68 TDG ROADWAY CROSS SECTION ON N. 3rd ST. RE.�/ISI-D S_ZI-<Z�8 BAP REVISE LOCATION OF STORM SEWER ON LOGAN AVE. N. t�4t)Yi 47\D= �s'tf�S�1NC<', i! Anr'a !?_"""F (')KI F.AIc-T ct, 4 �^>A►..' .^\!r";1�: } 14.0' 8' f 2p�p I 20/_ - 1 i 1/2 J a N. 17-325' 27"E 0 06 In Jack E. Wilson City Engineer 30.3'-- 28.6' "2-2 c 102 + 05 101465 101 + 15' ROCKERY LOGAN AVE. & 3RD ST. RAMP EQ.8+0i.25_AH. 7+81.31 BK. SEE DETAIL. A" Z W Q z Q 0 31.12' -j L4 28.2' EDGE PAV ` MT ELEV.ON LOGAN EXIST UI m DETAIL" A 8+01.25 AH. EQ. 31 1.25,11 P.T. 7+'76. 40 o° S 71 ° 13� 58 " E 4.91'PT 7 t 76.4C o 20R „--- �� 17 6+OC, BEGIN TAPER 11' Lt. CURB P4RALLEL TO R/W. 64 69 411-0 \ 1� `END GUAIF RAIL X'0% Q 0+50 (14' RT.)- TYPE IY C.I. 5+9 ,' G.E. 27.19 I.E. 26.50 5+3207'Lt.) '� �`- S2°- '�FC'�l G AR TYP CONC. CURB 81 GU SEE DETAIL A = 56020 35" R = 260.00' T= 139.14' / L = 255.6C S= 0.02' / Ft r'NGTH=81' i o / i i = 3500d OO" 240.00' S = 0.02' RUNOFF LENGTH= 40' F-= M 2 i.� (J) 0 3� VARIES 13'TO17' 8' i f 2% \ -� 2 % _ 0 2 �I L i ..ViJI . iii�G CAaUi i L-h, :-LL Uc1AiL l� TYP GUARD RAIL „dE SHOULDER WITH 2"CLASS "B"ASPHALT CONCRETE ROADWAY SECTION N0. 3 I STA. 3+50 ` 3+90 6'-7HOULDER WITH 2:1 I N. 3RD ST STA. 3+00 TO 5+20 O SLOPE TO :ERY. I O STA 4+00 TO 4+40 STA.4+00 TO 4+65,Lt, 6'SHOULDER WITH 2:1 REMOVE SUPER UNTIL SLOPE. F- 0% SLOPE 1 c� M Z c� cn w z0 _z I1' U J ROADWAY SECTION NO. N. 3 RD ST. STA.5+20 TO 7+47 1 I 1 i I CL LOGAN 11 L= 7° 42' R= 1432.5 T= 96.4' L = 192.5' 1 �1 � 1 1 U D RAIL FACE OF Cl? �_ -„ <� d = 33° OC N. i7° BURY END -aC; ----'____" R = Ioo' / L = 57.6' G.E. Z8.04-,TYPE I, C.B. Qom'`' 0/ 3+24.2 2 +75 BEGIN CURB 2114.5 (13.5 I. E . Z 3. 33 ��VJ� ` ENO TAPER R GUTTER Lt. , END G.E.Z7.44, TYPE -a , C.a. 4+83 (14 L#) 2 RR - 1: • N T SC 105 Q m A = 39056'48" W (� R = 150.00' CO '70 T= 54.62' I•_ O L-104.58' 0 + + co �" �� N cm cr dy v ( L0U C (D w + Q z `0* d o C� m 00 Cr + U If �.• \ \ i EXTRUDED CURB I.E. ZI.zO 3 Rt� END GUARD RAIL R1=P,1I -T•�PFR --GRADE AREA FROM �� D V R.R . EM BAN KMENT 70 - Iz" 103+95 'k25'Rt.) LOGAN AVE. __'N 'N TO_-v- }-,• - nr.,,a n,;F = EXIST IOZ+�7S (35' RT) 1 G.E.Z&S9,TYPE ,C.S. iOe OJ ENDII ROCKERY -= -- I.E. ZZ.43 _ �101+ 15 BEGIN i p II F,,; ROCKERY END Cr I �`--- 7 Z EXTRUDED CURB M 1 ® 8' SHOULDER CONTINUES TO LOGAN AVE. BRIDGE. 0 STA. 6+25 -0 7+34 LT., USE 1:1 SLOPE C. 0 MAX. SHOULDER WIDTH. 0 STA 6+60 TO 7+47, CROWN LINE 3' SOUTH OF CONSTR. � FOR PURPOSE OF REMOVING SUPER J 8 40 - 40' RT. CONSTRUCT E3ROKE�I CONCRETE P,IPRAF' STORM DRP.1N OUTFALL_ . KEY RIPR66,e3 INTO BANK. MI(`Amum THICKNESS TJ E?-E Z FEET. lZ" P1PE 1NV ERT ?O. 22 . SICEwALK --'F-' ---- W0!7D CURB 0 E ._00A V ; gRID�- L Q Z cc = CCiiJ�. C - D ---- ---- D --- - C -- -- D -- Q (� - 12 D FACE OF MA'"CH EXIST. O V �= 24 00 l2 PAS, EMENT OJ ~ 2+80 (15' Lt.) O 1= R= 75.3' U05 .E.20.9 BEGIN GUARD RAIL. its L=31.s' 1`?a CO z BURY END ©� '+' wo m� + 0 )CD O O O Q +Ld F 'R CITY OF R EN TON L I �S)'- R E D F 0 R L) 1N, G' UN,14"E E Rs" PROPOSED IMPROVEMENTS �. �� . . ,� � �;'rJT.�.h� N. 3 R D ST. 4.4 TH ST. BELLEVUE 44 SHING 0d LC GAN AVE. E. N. T k SE'r BL D• N . .lvafisirsarv�rc��prs;::�seuo�eer�,��=�ea��,r�wc...:dui..+�.�..swra�;:mre�aom..�w.oRw�:�.a�cnar.«.ar.,•5....woeswr►.�„wrss..se ,, sra.u�rz��orar,wisr�arar i or 1 SCALE Drawn by Dar! !4 40 )TPC_ 4. � `- JC)E; VO-A J by 1 C674.5-1 MICRON ....