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HomeMy WebLinkAboutTED4001480.21o y _ p or + 0 20 } cv J) J / 1 __ f L j U / j p / I � 1 L LExist Mon Sta 20+ 04 84 L �I � t( cy + 00 12¢L.F.-8'Co�c. Peppe 1 1 1� 1� 1 1 111111 1 1 1 1 V, F 50 L . F - 8"Co ac. Pipe 5= 0.40 .rMS 60 L .F. - (5" Conc. PCPe 5 = 2.0 cr - IUCaI c=� t is O u, _ dr. EDi AVENUE N.E < _ T f C; t� I Ult IC�C31 ti +. a, v f i I FOR INTERSECTION --- ------ FOR DETAILS STA. 22+50 - 26+00 SEE SHEET 14 �— - DETAILS SEE SHEET 13 4 PLAN SCALE: I"= 40 DRIVEWAYS -_THIS SHEET _ Station Lt i Rt Width Station !_t!Rt Width 2 0 + 6 0 Lt L_t Lt 15 25+59° L.t ;5' Rt I t_t: 15 20 15 26f34' 26+39' F21+72� Rt i5' 26+9211 Rt 5' Rt. 5' 27+097 Lt. 15' 27+86 SCHEDULE I CITY OF R E N TO N ENGINEERING DEPA 'rmENT EDMON DS AVENUE N.E. I STREET IMPROVEMENT f SUNSET BLVD. N.E. to N.E. 27th ST. L)E:Sl( NEC? R.E Jensen DATE 7" 20-7� —_ FILE NO DRAWN R E. J. _ _ A S S H O W N 2 0 7 '73'_ I i�i-iEC':KEC3 S. A, 'P, SC`AL.E MELD e001<2 l l FAGEI-9 AP N PROVED /r �t 2 NO _�t4:i, "r w }3 ... ATE I AssY <���,.• SHEET 5 C7F i 340 0( PRESENT GRAL M.H. 8 5TA. 23 ,27.¢—PR0P0SE D GRAD E - M. H. 7 5TA. 24 t5/.e ,u�-`---- 1 INV. 327.001 I.F �82.�.0�o F 02�.o4L32mom 9an320.00 tNv' uTUG�I. - Pe INV. 320.0 ' 1 1 1 1 �1�1�1 MINIMUM GOING EAsr �1�1�1.,, INV. 319.93" _20* 00_-__- _l #_Q0_ .. 22 +QG_ 23+_00 _ --_-- -24 t40 I 1 I-fAur II !SCALE: HORIZ. I' = 4U VERT. I" = 10' 340C 00 - _Z 30.40' AOL fao -tA et Ird 6 awful''=s�