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HomeMy WebLinkAboutR-3693094a Ee FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 RECORD DRAWING NO. 70 60 50 40 30 20 10 0 -10 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... DR1—SD3, CB TYPE 2 — 60" STA "S" 16+01.11 (39.9' RT) PS2—MH1, INLET MANHOLE — 72']: ... .... RIM = 11.67 STA "PA" 2+04.82 (65.3' LT) IE (N) = 1.50 (24" HDPE) RIM = 27.33 .......: :.......: ........: ......... . IE (E) = 5.33 (PVC) IE (NE) _ —0.90 (36" DIP) IE (SW) _ —0.50 (36" DIP (TO PUMP STATION)) :: IE (S) _ —1.00 (36" DIP) PS2—VV, VALVE VAULT STA "PA" 1+72.30 (65.3' LT) RIM = 27.42 ... ......... ......... ......... ......... ......... ......... .... " IE (N) = 21.50 (12" SS) IE (E) = 21.17 (20" DIP) NISH b GRADE: G. :PIPE: . 24" 45° VERT ELBOW (MJ) 24" 45' VERT ELBOW (MJ) 24"X20" CONCENTRIC REDUCER (MJ) 24" 45° HORIZ ELBOW (MJ) 61 LF ® 0.00% .... ......... ......... 108 LF CAD 0.00% ......... .. 18 LF 0 0.00% .... 24" DIP 24 DIP j 24" DIP 24" 45° HORIZ ELBOW PS2—MV, METER VAULT ......... ......... ......... .... STA "PA" 1+72.30 (42.9' �\f22 RIM = 27.14 LF ® 0.00% IE (W) = 21.17 (20" DIP) 20" DIP IE (E) = 21.17 (20" DIP) 68 LF © 0.59% PS2—WW, CONCRETE WETWELL — 120' 36" DIP STA "PA" 1+ 91.32 (65.3' LT) RIM = 27.50 N — — ( — 1.00 36' DIP IE ........ ......... ......... ......... ......... .... IE (E) = 21.15 (8" PVC) IE (S) = 21.50 (12" SS) 36" DIP 20 0 1"= 20' scale REVISION 20 40 feet c' MCH " VK13 KK i4AS BY DATE APPR - — PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)PS (PS —LINE) AS SHOWN '"m"` ""° 1H0.'1B°' CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Roherf M. Hanson P.F. F STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION SEWER PLAN AND PROFILE 70 60 50 40 30 20 10 0 -10 R-369394 72512015