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HomeMy WebLinkAboutTED4001480.7S TA . 57, 0 9 L.-T 8 M. H. 2 3TA -56 c3 7 LT 30 CONC PrPE� STA c 3 va i T I I p (D - W 7 / 00 U) M 4' I 5Ti4 37+ 20 L r JO N - C. /. 0,6 COAI C PIPE I DRIVEWAYS -THIS SHEET Station Lt/Rt Width Station Lt/Rt Width Station Lt/Rt Width 36+44 Lt. 18, 40+0079 Lt. 30' 42+65 Rt. 15' 38+22 Lt. 15' 40+93 Lt. 15' 42+79 Lt. 15' 38t23 Rt. 15' 41+ 15 Lt. 15" 43+40 Lt. 15' 38+42 Rt. 15 41+65 Rt. 15' 44+06 Rt. 15 38+945 Lt. 15' 42+27 Lt. 15' 44+38 Lt. 18, 39+40 Rt. 18, 42+50 Lt. 20' 44+57 Rt. 15' 39+73 Lt. 15 tip. c � QQ Qo m��;� ° AO 00 oar✓ Sta. 45t97 27 � N P V = 75043 04 1 G f\ G 5 Q R = 100.00, I� i I Q It T = 77.73 ST/a 90 t 43 Lz' ;�0 C,8 8 I- 8 L= 132.15 I G I i I I I I i C©NC PIPE 1 6 I I I I TI i I I i I I T I I; 1 I 31 iu>-j Ic31 Ic 3 Iual I 31 Irsl i s 3 1 V' I' I I I I� o 1 co 31 Iv I 1 0 I vol 1 I n I� Iun I I 1 I Iv�l I i 1 I - I13 — W - - — - ---- 1 1d� -- - W ---- __ I iT W 1 --- -- �— -t------------------- -�- ------ -__� — -- -- -----18----ST- ---- ----- -- -- - 1 I---T------------------------------ ----- 18 i-- --- - --ST - __---- - \ 22' 30 40 ��145 1 - ---__ _-� h- I G I 1 �J�' Edge of existing asphalt E D M 0 Ill S -- - - -- _ -- ---- ------ - - v ----------------- - - ---- --------- - --- -- I n - � - _ T ---- - --- — J 1� ---- - - - - - - - L I I -ST,4 40,,- 27 l2T 30 1 I 1 U Ir - II � STA -3(a tCo C I. /5 r- 6 I (n II 1 � II CONC P/PE STA .3(oi 76 Pr U. H. I I � � I N I� i i 11 1 W 330.00' 320.00' I T I I I I IL31 I��I Ioo1 lool --Exist. Pipe Sta. 37+ 03.79 \— 411 Exist. Mon. Sta. 36+83.83 STAR 3 7- 00 RT -57 C.a /C/, ,F Co me P.,PE Q7 x I FOR INTERSECTION DETAILS —1 o STA. 36+00-37+50 SEE SHT. 15 Elev. 319.63' 310.00' 36+00 37 +00 _ —1.67 % 38+00 39+00 U a I I I 1 Ioo COAI C P/ PE „ c 1 Exist. Mon. o Cl. ,37-6 Sta. 40+ 36.67 CONC PIPE �° to II �.av Z ty Ix VN FOR INTERSECTION DETAILS STA. 39+50-41+00 SEE SHT. 16 N w PLAN SCALE- I" = 40' 40+00 41+00 PROFILE SCALE: HORIZ. I" = 40' VERT. I° = 10@ 500' 42+00 43+00 I t'3'I - _..I 1�31 till Ioo1 1001 1 � ? I i I I GI I I I 1 I I I I I I 1 I I I 1 I I I I I I I FOR INTERSECTION DETAILS STA. 43+00 — E.O.P. SEE SHEET 17 NO. 44+00 ml REVISION BY APPR. DATE S = 1.40% \— Elev. 313.82' 45+00 NOT E Sta. 45+9727 EDMONDS AVE. N.E. PROJECT EQUALS Sta. 23+3993 N.E. 27th ST. PROJECT. END RT SCH�UC SCHeOUL E E r ST V PROJECT LIMIT SCHEDULE I CITY OF R E N T O N I ENGINEERING DEPARTMENT s— EDMONDS AVENUE N.E. STREET IMPROVEMENT SUNSET BLVD. N.E. to N.E. 27th ST. DESIGNED R. E. Jensen---- DATE- - 2 p - 70 FILE NO. DRAWN R. E. J. g ,4 p SCALE --AS SHOWN FIELD eooK 211 _Pa.cE 6/45 CHECKED APPROVED �✓��� �'} I SHEET_.__? __0E-� � . As$t- CITY ENGINEER O 330.00, 320.00' 310.00, -m'to.Cco-���p ,� -- KEU FCEL . ESSER CO. Mom I