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HomeMy WebLinkAboutTED4001805.2N SCALE: 1' = 20' cM V 0 to N N 4 C � J cc CATCH 8A51N -*B, CONCRETE INL&rT wv /4. 99 NOTES: ALL CONSTRUCTION SHALL CONFORM TO CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARDS. IDETAIL REFERENCE NOTES: PT 5TA /00 +73 ROADWAY 122 ' LT CONCRETE CURBING SHALL CONFORM TO RENTON STANDARD DETAIL SHEET FG 18.12 / RI 2.1.2 "CEMENT CONCRETE CURB & GUTTER - TYPE A". SEE SHEET C-5 FOR TC 18. G2 DETAIL. DRIVEWAY 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". SEE SHEET C-5 FOR DETAIL. SIDEWALK SHALL CONFORM TO RENTON STANDARD DETAIL SHEET 2.2.1 "TYPICAL SIDEWALK DETAIL". SEE SHEET C-5 FOR DETAIL. STORM DRAINAGE i 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 11. SEE SHEET C-5 FOR DETAIL. CATCH 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". SEE SHEET C-5 FOR DETAIL. vj � I STA 30 + 17.3 S W 19 TH = h STA /00 + 00 LAUD AVE. SW �u30+0�00 v � VVV O CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 V mN N N O 0 ch N Q � co LC Cas m Qc C r Im C C C m W C C �+ 5 C L C Y L V Q � c V `QI i 6 VJ M ul I to yx� Ln u �I 4 V l/1 PT SrA 99+ 27 22' LT W EXIST. SIDEWALK FG = 18.12 !DO' V. C. TC = I S.&2 so llvc W Z Ci) H ......... �. 1� ...........w.............................................C.........................:........................... f� .........:......... Q.; ............... m "M................... ......,... ...............:� ................................ ......... ............................... ;.........;.................. ........ .......... ...... ....... ............. .. ............... ..... .. �:N:....... ............................. .. `� •. `0....... A...\..:..... .. ................................. �.�:........: ............ ............... .............................. _ 20 .......... cn A. I . I ::::::::: `� ..... �:�;..... :.. �: ..... ......... ....... U �: ,�,......L�t �; ,,..... ::,,... roe ..... :� ....... . W a ......... . ...... .................................................' .............................................................................:.......................................:......................................:.......................................:..................................�J.:. W :�1..... ;� ..... �:..... . / y. �{5:... V:....:. :Q .. .... . :' �' ......... ......... ......... 1 8 Z Z :.........:.........:.o :......... . i :.:: :::::::: 35�, . . ::::::::: ::::::::: . . . . . . ......: ..: :::::::::`::::: 0..35°7Q ......... :::'::::::. ..... _:-...... . . . . . . . . ... ._..- 24......... ::::::.:: :: j: :::: ::.:.... :::: + : :: T Q Z ........ .. ...... .y.. ......... .... _ ....�.` ... - :.. -......... L3. Q :.........: .......... ......... ... -:: :. _ ..-....................... �..... ............................... �........................................................ ...... ........ I .. ........ ....... . ...... a ......... :::::: iLLJ J a . ..............................: ............................................... ......................... LLI :: -- �:: --; 00 L:F- "tONC...... ......... ......... ......... :. ::::: ::::::I:: :::::::: ::::::.. c ........:.......,.. ..... ................... ......... Vn 't�LANNE U MAR 2 5 �,'jJJ