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HomeMy WebLinkAboutTED4001805.3PLACE FIXED BOLLARDS AT E-ND OF STREET 4 ' ON CEAITek OF SEPARATION PLACE REMOVABLE — BOLLA,eD5 AT END OF 5TREE'7- 4' DAI CENTER OF SEPA-AW T/OA.I CAP EAI D OF f" 57'ORrlq DRA/N TO ALLOW FO/Z PUTURE CONNECT/ON UPOAI FxTL&N5/ON OF 5W 19± STREET I. E• = '<4.0 - RED 51 GN5 (see 59T C-4) P-5FeL L42L.X-12" S= 0.0087 t. F. •S CATCH 6A5/A/ *2 , COAICRETE INLET RIM 15. 94 /A/V/3,61 i 135 LF. 8" CONC. al 5 = 0.024 ill" D./. -W Ri Q, tkI 30' 1(TyP, 1! CATCH BASIN %, COAICRErE/NLET RIM /&.59 IN /4.42 -35 LF - 8" COA/C. S = 0.029 CATCH BA5/A/*/ , TYPE Zr I I CATCH 3A5/Al #5 TYPE I RIM /5.94 I R/M /6,.59 24+00 /NV I2.94 25+00 IN /3,39 �- /50 L.F. - /2" S = 0.003 �F ;. 14.0 N U 0A 4) c/i 3 FRAME AND C RATF N 5EE DETAIL. 510 5 ("W15ER SECTION USED FOR 5WOQT ADJUSTMENTS 2X4X8 SOLID BRICK CLW 5E U5ED FOR F11.46.1_ ADIJUSTMtNTID A MAXIMUM LIFT OF Co' PR",:-CA5T 545E 5&-7m M TO SCALE: I' = 20' ACCO. MtQb ODAuTE ECo. PIPE I EWCro A1JD 5DE5. U1Jff5 DESIGIJED TO PICK UP 5URPACE DZNK166E A SLIDQT 015TAUCE F90M A CATCW EA'51Q. so PRECAST CONCRETE INLET NOTES: ALL CONSTRUCTION SHALL CONFORM TO CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARDS. DETAIL REFERENCE NOTES: ROADWAY R1 CONCRETE CURBING SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 2.1.2 'CEMENT CONCRETE CURB & GUTTER - TYPE A'. ODRIVEWAY SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 2.3.1 'STANDARD INDUSTRIAL & COMMERCIAL DRIVEWAY' - ALTERNATE 2 & STANDARD DETAIL SHEET 2.1.3 'STANDARD DEPRESSED CURB & GUTTER - TYPE D'. V SIDEWALK SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 2.2.1 'TYPICAL SIDEWALK DETAIL'. STORM DRATNACE ©D CATCH BASINS SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 3�2.2 FOR CATCH BASIN - TYPE I & SHEET 3.2.3 FOR CATCH BASIN - TYPE II. ElCATCH BASIN FRAMES AND GRATES SHALL CONFORM TO RENTON STANDARD DETAIL, SHEET 3.6.3 'TYPICAL FRAME & GRATE INSTALLATION' & SHEET 3.6.5 'CATCH BASIN FRAME & GRATE DETAILS' EaCONCRETE INLET SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 3.2.1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 • V C o Ifi N O N 1 cl) N �o 4 ad � C r Q � C tx C C � t S�W3 � vs c. C «• O= 3 i O C Y =8Y " oa o LLJ J al s gr to L- -0 Q C cn F- Z Lu J ~ W2LL O cr LLJ o p Z a cc Z :.................:.::.:.:.:.:.:.:.: :.. .....:............... :::: :::::::: r ...`'":.... . ` .�......::::::::: � I ...........................:.........�4EEX. OA7041MD ......... ... . ............ :::::: : :::::: ::::: ..... `........ ... ::6::::::: ......... .... ... ... ........ .-... ......... ..........i... ;.. . ui ... 16 ,,...... ................................. a ......... ... .... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ...... ....... ........ .. .... ..... ...... ......... ...... ... cn cc ......... ...... ......... ......... ........................................ ........ ......... .... CAP:EN.D O.F... ......... ......... ..... ......... ........ ......... ......... ....... ::II...... ::::::... ......... ......... A I' I sT.a:QM:: DAP. IN ...... ....... . P/P 2L,f aFm it :I: :4d ......... ....................................................................... > TO AL101'Y /2 ����� ��n - l2 COi�fC. ..