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HomeMy WebLinkAboutSWP2703529.14N -Z-0000w,- CL W � z LU U W VJ ` ^ o U) 2 rr O W Q rr W_ Z ICE LU Q LU Q J P LAN SCALE IN FEET 0 20 40 60.......................... AB STA 14+06, : 44'LT EX TYPE 2 CB RIM .. EL 30...... .50 .......... • 18" E: IE=18.64: : 50 ... EX -24"- N-,S -IE=-18:64 .... 40'...j..............CB_5...: '+o.- I o r.tr I i . ......... PIPE .@.......... S=0.001 FT/FT �0'............ ............ 'REMOVE EX CHANNEL ...... AS . REQUIRED................... - TO CORE DRILL EX CB 0'......................... EX CB TO CB-5 ORIGINAL PLANS STAMPED BY: RICK[ V HERMES ON:6/9/11 PE #12636 U W LLJ W LL/ C/)/ L-0 / Q/ W 'l FLOW STA 1 4+06, 44' LT N 178340.81 E 1298568.24 EX TYPE 2 CB EX 24" IE=18.64 Z APPROX LOCATION J/ OF JACKING PIT 2 1 / C� LAKE AVE S STREET VACATION (EX 60' WIDE CITY UTILITY EASEMENT) r FLOW AB CB-5 STA 14+17.3, 0.6'RT N 178330.93 E 1298613.38 NEW 72" TYPE 2 FLOW STA 15+23 30'LT N 178440.77 E 1298608.00 EX TYPE 2 CB EX 24" S IE=18.72 PLUG &ABANDON 10 EX NE 24"D REMOVE APPX 5' EX 24"D PLUG & ABANDON �24" SD ABANDONED /J AB CB-6 STA 16+06, 3.3'RT N 178515.24 E 1298660.08 INSTALL NEW 60" TYPE 2 SPU CATHODIC PROTECTION ANODE CABLE AB CB-8 STA 16+71.9, 0.4'RT N 178578.99 E 1298654.83 NEW 60" TYPE 2 STA 17+04 14 N 178610.39 E 1298659.95 EX TYPE 2 CB U 17+00 i--- FLOW LM RELOCATE EX 8"W, SEE DETAIL 5, SHT C6 0 SPU CATHODIC PROTECTION ANODE CABLE AB CB-7 STA 16+41.9, 0.8'RT REMOVE EX TYPE 2 CB N 178549.39 E 1298649.94 INSTALL NEW 60" TYPE 2 AS -BUILT NOTES O EX 24" SD PLUGGED, FILLED WITH CDF. 10 OLD ABANDONED TACO TIME SIDE SEWER, CUT & CAPPED AT NEW 30" SD. 11 REPAIRED 12" S WITH -6 FT OF 12" PVC AND FERNCO COUPLINGS. <@> SPU CATHODIC CABLE ENCASED IN APPX 1.5' X 1.5' CDF DUCT BANK. 13 SPU BLOW -OFF DRAIN LINE, STEEL, APPX 2' FROM NEW CB. TEMP CUT OUT OF WAY, THEN RECONNECTED WITH FERNCO COUPLINGS. 14 ABANDONED SD, PLUGGED. 0 EX 12" CONIC SD, CONNECTED TO CB-8 WITH PVC SECTION AND FERNCO FITTINGS. 16 END OF 8"WM. OLD CONIC BLOCK REMOVED, NEW CONIC THRUST BLOCK INSTALLED. SOME WOOD DEBRIS, ROOTS, SOME METAL, SOME BOTTLES. 16 WET, WOOD DEBRIS, FENCE SLATS. ---SPU CATHODIC PROTECTION <@> ANODE CABLE STA 17+04 EX TYPE 2 CB AB CB-7 STA 16+41.9 RIM EL 30.78 60 ' ...... .. ................ ................................................ NEW . 60". TYPE _ 2 . CB .................. EX .18" (W) IE=21 .38..... . AB CB-5 STA 14+17.3 RIM EL 31.43 EX 24" (N & S) IE=21.08 NEW 72" TYPE 2 CB EX 12"W IE=23.58: RIM EL 30.43 ... AB CB-6 STA 1 6+06 30" S IE:=18.68 AB ...... .. - CB STA 1 6+-71 . EX 12" E IE=21 .93 NEW 60" TYPE 2 CB N 60" TYPE W 50' I.. 1�" W-FE-=1.8.23....................................................RIM EL 31.12 .............................. NO SU :. MP : 50' 1 34" N IE=18.38 30" N IE=18.52 RI R RIM L 31.63 ........3.4.. S. I.E.:18.38......... .� 1 - -.................. - EX 24"N - I E 19.18 40. ................................................................................................ :.... ..:..... JE 18.93 :. _ ........:. :40' 74'- 42" -STL CASING : AND 34" HDPE PIPE . @....... ...................................................... ...... .. .............. .... . . S=0.001 FT/FT 13 30' ........... ..- .............. ....._ .. .........' . ....... ........ .. ....... .. . ....... : 30, 1. :........:........:..... .......:........................................................:........: :..... 8 .. - 150 42 STL CASING AND 34 HDPE PI . PE @ S = 0:00 1 FT FT . / 0 -_ _ - FLOW FLOW 20. ...........�-.._.........,v ................................... -.............._........_............ ....... ~- 24„.. 20 20 01 17 -- -- STA 16+01............................... 1842. STL CASING IE-18.0742" STL CASING: IEN18.29: 34"HDPE PIPE IE�18.4:010'1 34" HDPE PIPE.IE-18.52.... 7.�*Af� ........................... ..............................�............. .......... ............. PEP: PIPE 30" C34'- 10' STA 14+ 13 34: HDPE PIPE @ 5-0-'001 FT FT / 34 HDPE PIPE © S=0.001 . FT/FT......te" .5- 0 008 FT/FT 4Z* STL:CASING IE1'8.05 4'- 34". HDPE PIPE @ S=0.001 FT/FT. 34" HDPE PIPE IE� 18.38 30 CPEP PIPE @ S�.r8�8T 0.005 FT/FT, RELOCATED35- 0 ...................... . . . . . ................... . ................ . . ............ .................................. - - -.............................................. . 13+50 14+00 15+00 1 6+00 17+00 17+20 PROFILE HORIZ: 1 "=20' VERT: 1 "=10' CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51"W. 4. PROVIDE TEMPORARY 2"W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB-7 AND CB-8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT-OF-WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT-OF-WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. D=352914 AS -BUILT SURVEY BY: OW.E. Coates Surveying Wade E Coates, PLS #42684, AS -BUILT Redline Plans Stamped on 5/16/2012 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 10-12 JDWC SURVEYED: SCALE: vERncAL:NAw,sea CITY O� LAKE AVE S / RAINIER AVE S JUNE 2011 � „ , HORIZONTAL- NAD 1983/199t �/ M14ENDED r OR AEP OVAL ADDED CB-3.5, CLEANED UP DRAWING, REMOVED CONSTR INF , NOTES. 1 =2O C� Daniel Care ^6�10/11 DESIGNED: ByParametrix ;__ Dan Datet_ R. HERMES STORM SYSTEM PAGE:FIELDOK: DRAWN: � RENT 0 N PAGE: Byt-- _-- Date'_------- K. TAYLOR DRAWING No: ONE INCH 101939THAVENUE HINGTO 9837TE 0 ^,1------- Date. CHECKED: AT FULL SCALE I IF P40T ONE INCH Planning/Building/Public Works De t PLAN AND PROFILE C2 PUYALLUP, WASHINGTON 98374 D.---•--.-_--- P T. 253.604.6600 F. 253.604 6799 www.parametrix.com By, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Date _ _ _ APPROVED: SCALE ACCORD NGLY ----- N0. REVISION BY DATE APPR STA 13+50 TO STA 17+20 SHEEP: 6 OF: 1 3 IDI-13151219UF6 r a x m �a �m 17���N 1 � �m 1 a m