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HomeMy WebLinkAbout1558.6Z 111 O n c' > Q z a 0 1 EXIST CON, EDGE EXIS TYP. CONC SEE DETA ..viv .. tAL ,. rrr LL-, SEE DETAIL 4 6' I j 2% I -- I I� s_I TYP. GUARD RAIL \ 6' CONC. WAi_K , TYP. CONC. CURB E. GUTTER,-� SEE DETAIL LOGAN AVE. N. %IAMICO In' nn' H J Z z O U 12' 4 4 -------------- , 1 ° I 2% 1 /'` I 1/ I I 2 SHOULDER WTH K U A D VIIAY SECTION N0. I © ELEV30N TOP OF6COURB}ABLONG LOGAN AVIE. N. ISHALLLBEE N. 4TH ST STA. Ot70 TO 4+60 SET IN FIELD. z H (n z O c) 2 4 I 2% ROADWAY SECTION NO.2 N. 4TH ST. STA. 4+60 TO 5+57.51 fbv • o ��. ALI. O� • N. P. . EXISTING 12' 4 4 i I I f 2% , 2% 1 1/2 A = 730 33' 34' I R = 218.00, T = 162.96 L = 279.88' i\CL • (1: EQ. 8+01.25 A H. SEE DETAIL "A- Z 7+81.3 I B K . Off' S 71013' 58" E EXISTING EASEMENT IS SUFFICIENT PTO LU > a, z� 24.5` EXIST CONC. PAV'MT-' EDGE EXIST CONC. PAYtt'T TYP. CONC. CURB E. GUT 1 FR, -/ SEE DETAIL 4' CONC. WALK CONC. RET. WALL, SEE DETAIL UI DETAIL"A" M Z � OR�1Eti 8+01.25 AH. 1 GL E N EQ 7.81.31_ BK'� -� 1.25,\' P.T. 7+76.40 4.91 ' , o PT 7+76 40 01 y too GRADE FROM TOE OF R.R. yI Mi � u, FILL SHALL DRAIN TO A, N W N c LOGAN AVE. N., AND BE Q;Q) ojQ o SEEDED. wt'�J i cD C !-- Lo Z T_ NP RY �O'�-'----- _ .... -- - - _. O .5 4 VARIES0 �-+-j 4' i I `TYP. GUARD RAIL 4 2) I 2% i i I j \ TYP GUARD RAIL TYP. CONC. CURB E GUT, ER, SEE DETAIL A = 56020' 35" R = 260.00' h T = 139.24 / L = 255.68' TEMPORARY EASEMENT REQUIRED FOR EMBANKMENT ctkv r ' O ,_ \� xh��D --- CONC. RET WALL 41. - - \ v U0/ 4 CONC. S/W -- _ II. 25.54 END G E OF C O N C.--- - - -� - -.---- a s=o.OI N� a Ur 111 N_ �_�27.96 \\GE 28.77 N „ G.E. 28o IE.25.6 oo l E. 24..340I. E_ 24.5 U5 E 0 U) U V) -� I.E. 20.9 3- LU M � 0 zLLJ to G: + to O -- J J -- -ff =1Y ---i 05 ----- 3 Q1m 6=39056' 48' 0'i R=150.00' OD IY; T=54.62' W cr 010 L.10458 0 ♦ I + m a v0% Q/ 0� W 1 I� 9 L_J z 0 f- 12 CONC. D J \ h, Iz I.E. 20.9 mO K) + 0I0 C1 I wl • h O�x � "h Q / 0 0O0 fA A = 350 00' C :: R = 240.Od T = 75.67' L = 146.61, 2% 12' 2% VARIES 12' TO 24' 8' ROADWAY SECTION NO. 3 N. 3RD ST. STA. 1+42.44 TO 4+65.41 V) 0 M Z E� z 0 i 2% 2% - 2 �i ( STA. 3+80 TO 4+65 LT., B' SHOULDER WITH 2:1 SLOPE. © ELEV ON TOP OF CURB ALONG LOGAN AVE. N. SMALL BE SET IN FIELD. U 22 EL 4 2%_ 2 % L' -11 ROADWAY SECTION NO.4 N. 3RD ST. STA. 5+20.73 TO 7+47 PERMANENT EASEMENT REQUIRED E LOGAN AVE. N. A=7042' R=1432.5' T = 96.4' L=192.5' oI 0' GRADE FROM TOE OF R.R. FILL SHALL DRAIN TO LOGAN AVE. N., AND BE a c�\w SEEDED. (751t n - - �, _. _ a + 2 OIZ U) FACE OF CURB A=30000' 00" R = 99.78' T= 25.83' L = 52.23' QI STA 6+40 TO 7+34 LT., USE I:I SLOPE E. 6 MAX. SHCULDER W!D T H. rh TOP 2855 -��-� SIDEWALK T I+p _-��-wooD cuRe CONC. RET. WALLS _Y 0 4' OONC. WALK - -- __ _ - C N - - - - - ,- 1) _N I o .?s7o I ,+ _I_LOGAN ACE- gRIIDGE N i I LE. 24.60 I �� J-o Z Ki j p LD FACE OF CURB I D -- -- - -- -- D - -- -- --- - - -- - - - - D -- -- - f= - - - - -- D 12' D J J A= 22018' 00' J G.E28.7t.- J UZ (V Q + I.E 20.5 0 J I� T = 18.79' it -�7 LLJ 0 L = 37.67' �'' LL1 O 0 w O i CDLi M � _Ip + p to N 'Z OD W + N.PR.Y. EASEMENTS REQUIRED "l)" ()1U)-ENG1NF'ER 1,iiwi RE jr -4 BELLEVUE WASHINGTON r I �, J• REp�hY _.___- _ - _ __ ..- _lam . J-.____-_. ___ I 4G; v F wasHiy�O� D B R 4-5-68 "1 PROPOSED IMPROVEMENTS�� ; N. 3 R D ST. 9 N. 4 TH ST. F It LOGAN AVE N. T SUNSET > 6745 ��`F�/sTER��� � 6745-48 _ 0 B �V f. N .._ .. ANAI