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HomeMy WebLinkAboutTED4001554.1con sfruef earfh fill C) 5 : / slope rempve ex/sf ospf alt surfocmyq Unoer /// area prior fa p/oce&enf of e4 h fill Cbasfrucf s''oso`i4/t. come. v7sll- eol over 2'' crashed Sur c�ri%=fa match sio'euroll- grade surfocmg �f'c/r�in9 /of�� N , NO P. NILzd _ 0 0 rype-2,Tld MN. 0 k V— 0 - a, 2./t65LO y2',QT h Ip 1)- pe I c a /h/et �u /testa// on e.r/s/ /1ne N mcl. Oa/le/ /rap (by o�ficis) Cy' 0 �i�' TC. 3g. ZF I _ 3 N � "cP .•�� 9 22t39-ro.s'c.�- �� Ty 'pe /- Zi 2kee 5 (by ofhers) 5 remove er/sf curb ,gaffer e 3 deuro/ �obQQ��on exis�. M N., E�i2„ 5--orI77 /ir7t5 See5/0 G1. - super e/e ofion P/vo/ fine Slq 2/* 2. /s zo aw i%ye /`Oo Cedar- Riper nod �� End c�r6, 9u�ler E sides, !JOic: See s free 9 far s farmer. �ro:��e P/Q�s TYP/CAL RO.4DX,4Y SECT/ON ~E " So yc. J e= o o9(cUrb /One) 45 a V n �• �. �� h �j1+ 40 35Z� M 0.027-0 on eve curd r ' � a roach N 30Q Log o ,• V M O roa ° hm N S N ? a h 4 �• N 25 k" I N �h N � '• fL-ffJe I-C.B. /N/Cf N NU. p P. 28 36 - /2.41 20 4 grate E/. NL Gl'I/S/de lane 0\0 � N o Dil-Of'/he 3. 5'[-T of r ato //ne L a9vw jee. No By DATE R E r I S 1 C N S toner Garb M fo g'vller ' R? 9-1 38 t0r M. N type iA 8� Rr r. c B pe fy - W I \ 1 O � WQ /-2'go/v 9o- bend 25" 2" go/v P/pe i-2"go/!! urllon coup/�ng s=6" cone. �- s/demo/k remove Pv �p by o>hers 4 remove erisf v � � -50 Jw �C 77�— � `-/2' cone. pipe storm drain @ o .¢ � 1 " see shf 6 �1 iron wa/er ma/rf � h s'' cone s/o'e wo/k I a W � � N aR � o �MJ x FL) Q topped 4VI2 �N A.k A V SHAT TUCK AVENUE SOUTH 29 O 23*82-/20 fRT rt ---4, driveuroy 23f6'2-BO RT 9 24 driveliray 0 oo see de/pi/s oa shf /o type .o.. mod/fed see defo1/s on shf /o type „o.' modified 0 O Z W &0 0/ curb LT el Rr 3= + 0.40 II I 12- cone. p/pe storm Q'rcin stab C? 0.40 plug end II 3f83-/98lel f/!P e j cs In/el /E2400-/2'E grate E/ z 7 94 lae '- i2 "cone p pe storm drarh 6)a 4o % /E 2343 24Y4/9- /38'Rt. TyaPI c.B in/e/ E. 24.00 /2' 41 gr4fe El P78.z 24 t09 - /3811?7' fyoe /-A 9/0' M1-/ /E. 238/ /E. 23.88- /2"a/ /.E 23.94 - /21E, I� h (D Z C!/R/iE DATA R= /22.00' 4 =236/000" L = 4 9.33 S Construct eor/h f1// @ 51 slope Ferowe evsf surfaclg9 e,o)'10v fo„ ho/t plaremenf <� o/ earfh MI. CorrM-ac. s Qs�ee cOr�crefe PQve�nPnf ov� 2 sunocInq �i �') to mo ch sidewalk 9rode e exlSl surfacing. i i q- > cuRVE oaT,a so Q= 20 75,00" /-00 3s LT o o / �/ 00 Logan Ave. s / I A ,P *?"R.. O •V A L � / A CEDAR RIVER ROAD TYPICAL RO,4D#14Y �1�j T 50 'vc SECTION f VI o 35� u � _ C b� t Qzi �zT 30 25 �b 0 O a � Q 3 20 A5- F>VILT fl£CEMBFJt ,1972 D�.S 10 C I T Y O F RE N T 0 N ENGINEERING DEPARTMENT STREET IMPROVEMENT c.. RAINIER AVE. AIRPORT WAY D., - k , T -- ... �..._ Dr.n. F FP - LOGAN AVE. N. cit. D R hf ENGINEERING, SURVEYING, PLANNING DESIGNED-__ ____ __ MAR.31 1972 DA1 E. _ _l- - FILE NO -_ ---_-- _._------ Pro.. Eng. L' n L EVERGREEN BLDG., 15 SOUTH GRADY WAY DRAWN-- _ -- - - scALE H I`- 20' V'- I =5 FIELD wow- PAGC____ ►roy. Dir J H.D. �U/ _ CHECKED_-_______.__ _ -- + -- - (206) 228-1060 RENTON, WASHINGTON 96055 ? 5 FId.K.No 1036 APPROVED CITY (N 1 SMEET_"'A _OF 3-10e6-0502yfll,,