Loading...
HomeMy WebLinkAboutTED4001230.2DAYLIGHT IN EXISTING OPEN DITCH GAG 23o 220 2 /0 moo 2S0 � liG. �i ' V.0 Off. \9 GRATE 4/.86 Q h o< CIO k 30 ' LT 12 GRATE 228.61 z �a D V �33 oPFr1r DITCH m I -I? 12 GRATE ,2I4.8(o � - - I E 2l/. /G o 2 sd -- ------ -- - — ---- -- - - -- m � p+oo GRATE 259./0 Io GRATE 2D1.73 GRATE 203.$5 I E 25S. o /Ro IE 198.6- TE 199.0 ET/ERETHIER ROAD 0t00 /'00 Z+Oo 3 too �.av 5+00 � moo %+DO 8­00 0 R � ouzo w�� O\ V Al 95 o� h 12 a GRATE Z55'. /2 S5 412 �XISTINc pR 30-0"cmny.) /9/QGE- T 3Op, 40 = L QD / - - 7 25�5 38 /40 --- Tr 25-1ae / T _7 2" MIN, CIASS 8 4-0 _ ASPHALT CDNC 3, TOP COURSE Iz" 3/4 MINUS CR. ROCS BASE COURSE Z 2 " / Z" MINUS CR. ROCK LEGEND COMPACTED 5056RADE ETI-IlER Ro 17Z- WP01,FX11F?' • MONOMENTS f CASES TO BE INSTALLED o CATCH BASIN EQUAL TO CITY OF RENTON STANDARD TlAN517101YSECI I0/V O---O FINISHED GRADE f PAVED STREET. "`j� APPROXIMTE GRADE OF STORM DINE SHOWN /N FROFII-E. NO SCA/ E � Mf1NHOL£ ALL WORK TO COMPLY WITH CITY OF REIVT'ON STANDARDS AIVD TO BF SUBTECT TO APPROVALS BY THAT A GENC y: V /. 20 ' /" //N, Cl/R9 11PE7-UR1VS. 2, AI.L STORM LINES TO BE GROUTED AIVD TO HAVE 30"M/N COVER TO FIN, GR. 3. STORM LINE TO 13E LAID ON CONSTANT SLOPE BETWEEN CATCH BASIIVS, 4. NAjW4OL.EI CATCH BASIN ANO INLET COVERS TO BF ADJUSTEO AT TURN OF PAVIIVG �/E/40k4z4l 15ECT/O41 /0 +-00 3tOo �+oo // i 00 /Z'.-00 l2'-O" 18•_0.. 18;-0" 12'0 S' 2 " M IN 01-ASS B =OE. /4 r' I i �- Si -ORE i "l A S PNALT CONC. 1-41 CONCRETE CURB/ _6 I GLITTER TOP COURSE I �2" 3/ " MINUS CR ROCK ,SASE COURSE 2�2" W MINUS CR. ROCK— fNATR Al.�,F ShDE OF STREET COMPACTED SLIBGE?ADE T YPICAL STR CTI DN NO SCALE z iQ= 200, DO T = ///. telp / - 2z) ? 37 Af 0 PAY -LIGHT G o' TPAY-LIGHT� , lbDIT�µ� u TRA N5AAAERIC,1_1_li DEV. CO.-,, C7� POAD PR(_1,'FU_ AP RO kO - RENTON CITY ENGINEER D�AI N GE sr ♦ APPROVED' °L D'rVN BY' RALJ SCALE V f /.V'-_- - V. /"= /O 4� is