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HomeMy WebLinkAboutTED4001488.3HAno 8 ul L r nAruRE 7*R,4/L, 3 - 4' WIDE h rorAc SrOt?,9GE /n POW- 4 f, 750 fT 3 ✓. B. A- 7 See SHEET 5 of 18 DE renrlo n Pono DemlL SCALE: 7= 40' TRASH RACK See DETAIL. \ BELOW ELEV- 374.3 R/P - RAP (" TV,-) -I ELEV.'= 37/.68 12"C./77.R C(,`7,2%_ W I rH MRSS`H RACKS PonD RorrO1?? ek CB.#P4 ^- TYPE II - 72 -0 8REmERTOn PL. n.E. 72" 0 CrCH SRS/n @) 3636 �-5, w/DE RIPRRP PonD CHAnnEL 2 i 42" C. rrlP. w 2.2 B0Tr01,7 - M117. 2 ' DEEP /'ROC)t' iE. _ --- - m/D• 3r / . B? 5 C rI on 6 - 6 : oU." r SMUC rURE n0 SC94E o , aM4617T CO1702ErE WRZKWFIY, CLASS$ 4 W �c Q SLppe O° f \ \ 5 x 2®'x e, TH/CK R/P-RAP PAD \ �Gs (R/P-RAP ro .BE LARGE,-) 0 3.5" 5 %2 ' "" FCAnrE o,mo - T__]�,L 2.o�io N CEmE'nr COnCRErE, ccAss o o p •o� \/0 p D. /8" VERTICAL C R8 nc scALE srnn,oRRD CEMEM CMCRErE DRI vEWRY r' ' .SCALE p /2 "O. C. 2"x 2" R/26LE /1,10n WELDED 70 R176LE I / law 72 CATCH BAS✓N TRRSH RROX DEP?IL n0 .S' CAL E DOTE : ALL PRRr.5 ro /3E 611 rTZEI? FO gsSURE COmPLET n0/7- CoR2OSlcn. _ &ll YN/CKNE55 a NORMAL CURB SECT/ON /O" TH/CK1vE5S Cam? OR/VEW,4Y CURB SECT/OA' EXPAns/on !O/nr SEE C/TY OF REnro/7'sro.. .oETA/L FOR .DE102E68ED DR/ t/EWAY _-ORg (. Ci 0TrE2 - rYPE O 4 DEFO/�/T/ED 2E - BfJ2,5' E DEPRESSED CURB Demll no 5CAL-E <s/on /O/�T T YP. } VRR. vRk Expfln,S/OP JOinT mRx. SLOPE 15ECr101? A -)9 SD' VFRr1CAL CURB ,rrPIC 1) " ! SL. 2.0'/0 o ,SL.3.0 2 0 / iSL. ? 0 /o r 2"M/N. CDMPl LIEPTiY, CLASSS B" ASPHALTIC CONCRETE SEE DET.�/L / %2 "MIN. COMPT OfPTh; CRUSsh'ED SSURfAC/N6 rO/-COURSE L� 2 %?"MIN COMPP ,0 PPh; CRUSHL lJ ,SURfAC/NG ®ASE CQURSZ GRAVEL. BASE, CLASS .B ' MAY 9Z /W 0,, RLW9ING SO/L CQND/T/ON 3 *5 BARS 0 3" CTRS_ It I /14 SPL/r COUPL/NG T1. �� W/RUBBER GASKET 45 ° A41rC-RED SEC. of CMP. REMOVABLEcmSPL/T COUPL/NG. '�'5 GARS 0 3" CTRS. (SM007X/ BARS) rRA S!-/ RACK DEM /L (12" CMP.) Al.r.S. S : C T/on c- c : rYPICAL AW,0W9r SECT/On Fo/2 RoAos InsIDE sUBDI Vl-Sion onLY no scnLF 3� � 0bm 3// 4 rH l CIC CEmfnr COnC. SIOEWAuc GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM RELATIVE DENSITY AS DETERMINED BY SEC.2-03.3' (14)D OF THE WASHINGTON STATE HIGHWAY DEPT. 1976 STANDARD SPECIFICATIONS. 3. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WITH PERENNIAL GROUND COVER TO PREVENT EROSION. is /99-5z ?�4c. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS _ FERNWOOD NORTH DETAIL SHEET DESIGNED G M DATE 1 - 84 FILE NO. DRAWN L AS SHOWN CHECKED SCALE FIELD BOOK PAGE EV_ NO. RISION BY APPR. DATE APPROVED � (nSHEET 18 OF 1 9 DIRECTOR OF PUBLIC W KS SCANNED JUL 15 2003 JOB N0. 31235.04 aw reo -*0 -✓088 FERGUSON 8 SONS INC 81518