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Home My WebLink AboutD-352914W N LC) M STA 17 +04 EX TYPE 2 CB U) PLAN SCALE IN FEET RIM EL 30.78 0 20 40 w c � G 4 WW U r w (n a U) rr O F- U) U) W W_ Z rr U) W w Y Q J ER r: .1 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 =98:64 40' 30' 1g o... o 1 2"S 20'..i.n.i 46'- 18" CREP L I : PIPE @.......... S =0.001 FT /FT 10' ......................... REMOVE EX CHANNEL AS PEQUIRED TO CORE DRILL EX CB 01 ........................ CB TO CB -5 STA 14 +06, 44'LT N 178340.81 KE AVE S STREET VACATIO E 1298568.24 0 (EX 60' WIDE CITY UTILI*)-,E U EX TYPE 2 CBB/ _��• EX 24JE =18.64 / - WFL �1 .... - FLOW � L 1 FLOW LL/ I Z / APPROX LOCATION J/ OF JACKING PIT 2 J. .� Q AB CB -5 STA 14 +17.3, 0.6'RT N 178330.93 E 1298613.38 NEW 72" TYPE 2 1 � StA � 1 '4- -2s t7 178440 N - 7 1 1 SPU GATHODIC' PROTECTION IVIENT) \ r E 12 8608.00 �1i 1 7 ANQDE CABLE E�Ci:T1fPE 21 -CB _D II U624 S IE =18.72 LO AB CB -8 STA 16 +71.9, 0.4'RT PLUG & ABANDON o to N 178578.99 a °1 EX� NE 24 "D E 1298654.85' REMOVE APPX 5' EX 24 "D NEW 60" TYPE, 2 PLUG & ABANDON __ _ STA 17 +04 _- -� u a N 178610.39 24 SO ABANDONED E 1298659.95 EX TYPE 2 CB 17 +00 FLOW FLOW 11 _RELOCATE, EX 8 "W, � SEE DETAIL 5, SHT C6 r lz I '3� AS -BUILT NOTES O6 EX 24" SO PLUGGED, FILLED WITH CDF. <8> 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. 0 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 SO, PLUGGED. 0 EX 12" CONC SD, CONNECTED TO CB -8 WITH PVC SECTION AND FERNCO FITTINGS. <16 > END OF 8 "WM. OLD CONC BLOCK REMOVED, NEW CONC THRUST BLOCK INSTALLED. 1� SOME WOOD DEBRIS, ROOTS, SOME METAL, THODIC SOME BOTTLES. ° �� r PROTECTION ANODE CABLE 1 AB CB -6 STA 16 +06, 3.3 RT N 178515.24 AB CB -7 STA E 1298660.08 REMOVE EX T INSTALL NEW 60" TYPE 2 N 178549.39. E 1298649.92 INSTALL NEW 16 WET, WOOD DEBRIS, FENCE SLATS. 16 +41.9, 0.8'RT 3E 2 CB 0" TYPE '2 -SPU CATHODIC PROTECTION ,<1 2> ANODE CABLE PROFILE 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. G F P 'AS, HOR : 1 " =20' D=352914 P�oF 'AS, VERT: 1 " =10' o " AS -BUILT SURVEY BY: O W.E. Coates Surveying AS -BUILT Wade E Coates, PIES #42684, AS -BUILT PLANS STAMPED 1 Redline Plans Stamped on 5116/2012 RICNI V HERMES ON:6 /9/11 Il PE 11 2636 Y 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWC walrw w.w ,am RECDMtAF,pf�Fp -DR APPROVAL �«^w � �_��+�� .� LAKE AVE S /RAINIER AVE S JUNE 2011 BIL �. ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES 1 � =20' �� >- CITY 0 E By,__DGniel Carey____ Date-__ 210[11 R. HERMES STORM SYSTEM »w: P� By__________ ______ Date, ________ K. TAYLOR RENTON pM 01�� DATUPG F.,YALLUR 9iH AVENUEbE. SUITE 100 nr rvN. Planning /Building /Public works Dept. PLAN AND PROFILE C2 WASHINGTON98374 Bye________________ D0.te�________ "I6CK6G. T. 53.60x.6600 F. 253.600.6799 x0T xw.v.Pxame"v.mm By'--- ------- --`- -- Date:--'---` IF N0. REVISION BY DATE APPR rsa6wm: x"wME wW c """r v STA 13 +50 TO STA 17 +20 6 " 11 3'f� I D- 35200 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 .1.8 ". (W) JE =21 :38...... . 60• 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 16 +06 30" N 1E =18.68......... . AB CB -8 STA 16 +.71.9 EX 12" E IE =21.93 NEW 60" TYPE 2 30" S IE: -18.68 NEW 60"' TYPE 2 CB 50'1....:....18" W fE- 18. 23 ......................................................... RIM ............................... EL 31.12 .. ...... N0 SUMP 50' I 34" N IE =18.38 30" N IE =18.52 RIM EL 51.63 34" S IE =18.38 .... ........................34�''S' _� S IE 18 52 ....... ... ...... .. = .... X . { -19 73 : ... EX 24 "N IE 1918 40t .......................... ............................... ...... ...... ...... ...... ..... ...... .... 30" S lE 18..93 _ .... .....:40' I 74'- 42" STL CASING I... :AND. 34" .1-1DPE .PIPE. @......: ............................................. ............................... . 5 =0.001 FT %FT 3..�. 30'..�.. �........ 2' D -..... j „VV. --. -... 8' W ' .P ... - ... OGB P 30' p p N D o» W „D (:1 1:1 I . .......... ............................... .... .....8 ...... 150'- 42" STL CASING AND 34" HDPE PIPE S -0.001 FT FT D 0 ^W o U -- - - FLOW - - - - - - 0 - - - - - - - - - - - - - - - - FLOW - . 20' .......... ~ ........................................... ....�.......................... - - .. .............. - - 2-0'D 0 0 ..................... 0........ STA 1.6 +01 1 "w I 42 ". STL CASING IE-18.07 42" STL CASING: IE-18.29: U 34 "' HDPE PIPE IE -18.40 34" HDPE PIPE IE -18.52 10 ........................ .. .............. 0 34'- 34" HDPE PIPE @ S =0:001 FT /FT 31' 30" CPEP' P STA 14+ 13 -. 34". HDPE. PIPE. @ 0.001. FT /FT......... _ .. S 3 0.008 FT /FT ............................... 42" STL :CASING IEt18.05 ..........................5'. 4 - 34" HDPE PIPE @ S =0.001 FT /FT .S- ..... 34 HDPE PIPE IE�18.38 35'- 30" CPEP PIPE @ S .Q 8G T 0.005 FT /FT ' EX 8"W TO BE RELOCATED 0 .............................. .............................. .................... ........................ 13 +50 14 +00 15 +00 16 +00 17 +00 17 +20 PROFILE 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. G F P 'AS, HOR : 1 " =20' D=352914 P�oF 'AS, VERT: 1 " =10' o " AS -BUILT SURVEY BY: O W.E. Coates Surveying AS -BUILT Wade E Coates, PIES #42684, AS -BUILT PLANS STAMPED 1 Redline Plans Stamped on 5116/2012 RICNI V HERMES ON:6 /9/11 Il PE 11 2636 Y 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWC walrw w.w ,am RECDMtAF,pf�Fp -DR APPROVAL �«^w � �_��+�� .� LAKE AVE S /RAINIER AVE S JUNE 2011 BIL �. ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES 1 � =20' �� >- CITY 0 E By,__DGniel Carey____ Date-__ 210[11 R. HERMES STORM SYSTEM »w: P� By__________ ______ Date, ________ K. TAYLOR RENTON pM 01�� DATUPG F.,YALLUR 9iH AVENUEbE. SUITE 100 nr rvN. Planning /Building /Public works Dept. PLAN AND PROFILE C2 WASHINGTON98374 Bye________________ D0.te�________ "I6CK6G. T. 53.60x.6600 F. 253.600.6799 x0T xw.v.Pxame"v.mm By'--- ------- --`- -- Date:--'---` IF N0. REVISION BY DATE APPR rsa6wm: x"wME wW c """r v STA 13 +50 TO STA 17 +20 6 " 11 3'f� I D- 35200