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HomeMy WebLinkAboutSWP2703529.13N AS -BUILT NOTES N I w � Q W z C) U) w 0 0 D- U) 5 rr 0 U7 W Q _W Z Q U) W Q W Q J PLAN SCALE IN FEET 0 20 40 n AB CB-1A STA N 178135.15 E 1298301.30 NEW TYPE 1 CB STA 10+07 N 178125.72 E 1298300.67 CONNECT TO EX F CULVERT STRUCTU 8"D CONNECTS TO OTHEF LATERAL, LOCATION UNK. 8"D NOT FOUND AB CB-3A STA 10+40.2. 30.6' D W Q 9+pi-0_ N 1781 12.13 E 1298343.58 NEW TYPE 1 CB AB CB-1 STA 10+ 1 7.4, 0.8 LT N 178130.84, E 1298309.76 NEW 72" TYPE 2 W/36" FRAME & GRATE AB CB-2 STA 10+50.7, 1.9 LT REMOVE EX CB N 178146.03 E 1298339.39 - NEW 84" TYPE 2 FRAME & GRATE SEE CONSTRUCTION NOTE 3 FLOW -- 24 -S ABANDONED tea, ...,,, a S 3R - � ST FLOW PLU� & ABANDON EX SW 24"D, SEE WALKER CONSTRUCTION NOTE 3 SUBARU 24"SD / ABANDONED.. \ < \ s� < <o <5 Xs � O �/m/wx \ FLOW - STA 12+88, 22'LT N 178246.43 E 1298532.30 AB CB-3 STA 10+74.7, 0.8 RT EX TYPE 2 CB N 178128.13 AB CB-3.5 STA 1 1 +8 .4, 0.3 RT EX 24" IE=19.00 E 1298357.72 N 178179.14 NEW 72" TYPE 2 E 1298453.30 FRAME & GRATE NEW 60" TYPE 2 -- - FRAME & GRATE VLAKE AVE S STREET VACATION (EX 60' WIDE CITY UTILITY EASEMENT) WOOD POSTS O AUGER STUCK ON BURIED METAL DEBRIS AT LOCATIONS SHOWN. STEEL BARS, METAL SHEETS, WIRE, CAR WHEEL RIMS, TIRES. SOME BOTTLES, CROCKERY. < WET WOOD DEBRIS, 10" DIA POST, SOFT SOIL, SOME METAL, SOME BOTTLES. O BRICKS, SOME METAL PIPES (2" TO 3"). < TWO 10"DIA WOOD POSTS (REMOVED), CROCKERY BOTTLES, BRICKS, SOME METAL DEBRIS. O EX 24" SD PLUGGED, FILLED WITH CDF. O QWEST LINE TO OFFICE. AB CB-4 STA 13+29.8, 0.6' RT N 178248.46 E 1298583.44 INSTALL NEW 60" TYPE 2 CB APPROX LOCATION OF JACKING PIT 1. 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 AB CB-2 STA 10+51 & GRATE UNLESS NOTED OTHERWISE. RIM NEW 84" TYPE 2 CB ELEVATIONS SHALL MATCH EX GRADE. 60. . A. CB-.1 A ................ . ............. ............ ...... 60....................... AB CB-1: STA 10+18 RIM - EX 'EL -3.0..08 ....:.................:........:........:........:................................................................... �� 6 NW IE=�26.72 :AB CB-4: STA 13+29.8 60' 3. REMOVE APPROX 5' OF EXIST 24"D NE OF :STA 10+1.1.6 AB CB-3A NEW 72"-TYPE „ 2 C-B �� 36... - E NEW „ 60 TYPE 2 CB EXIST CB (STA 10+51) AS NECESSARY TO NEW TYPE. .CB ........... STA 10+�0.2. .......... ..... RIM EL .............. 3.0.53 36 " .IE=.1 .7.63 ....................... W IE=17.88 AB CB-3 C ........................ .5 STA 1 1-+82.4 RIM .................. EL 30.31 . INSTALL NEW CB-2. CONTRACTOR TO :RIM EL 30.63 NEW TYPE 1 CB : 12" W N I =25 83 -, �� ^� �� �> i HF�) 'r LUGGED NEW 60' � TYPE 2 = IIE=18:3 VI BYPASS STORMWATER AND 50' -12" .SE .IE:T26..68........... RI-M. .EL. 3.1 .08 .................... : 50' - 36" E FE=18.18 .......... .....�. ................................. RIM -EL* 32 1 1 ........:........:........: 34" W ...:........:.... 50' PIPING TO BOX CULVERT AT STA 10+07 I R 12 NE I�E=26.53 42" W IE=18.18 34" E IE--18.21 DURING CONSTRUCTION OF CB-1 THROUGH AB -3 : A + 36„ .. W I E=18.0.1............................................................. . CB-3 AND ASSOCIATED PIPING. REMOVE NEW PE CB' PUMPING EQUIPMENT AND BYPASS PIPING -RIM E 0 86 L TEMPORARYAND PROVIDE 40 :.... : CB-1 :.... .:.... CB-3 : 40............ .............. .....................12" 12„ S _ .........:......... E IE 21 71 :........:... ....:........:........:.. :.... 40' BETWEEN EXIST 24"D AND CB-2 AFTER SW E 25 86 - . SYSTEM HAS BEEN CONSTRUCTED AND - 36„ N _ E IE 18 01 ACCEPTED BETWEEN EXIST BOX CULVERT ....................... ......................... : :36" NW IE=18.01 .................... THROUGH CB-3. CONTRACTOR SHALL PLUG 30' : 30�... ... .................. --. ...............- ........:........:....... ,......................:.......T..........:........:.... 30, AND ABANDON EXIST 2 4" D WHEN NEW STORM Y DRAIN SYSTEM IS COMPLETE. 20' 20' ... . 11'- 12"- CPEP PIPE 23 12" CPEP PIPE) @ S=D-9-2- l 0.036 0: 0 3 6 FT/ FT © S = U,&Ff 0.017 FT/ FT 10 ........................ 10'..- 0 .. ........................ . ................................ . 0' -- .. . CB-1 A TO CB-1 CB-3A TO CB-3 10+00 ORIGINAL PLANS STAMPED BY: RICK I V HERMES ON:6/9/11 PE #12636 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253 604.6600 F. 253-604.6799 z www.parametrix.com J 11 By,__Daniel Carey ---- Datel__6z10/11 By, ---------------- Date'_____--- vI ---------------- Date :_------- Dy'---------------- Date r------- J I /-\ I \J I \J / 42" CPEP PIPE IE=jL-1 T 18.25 PROFILE HORIZ: 1 "=20' VERT: 1 "=10' i1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 10-12 DWC SURVEYED: ADDED CB-3.5, CLEANED UP DRAWING, REMOVED CONSTR INF , NOTES. DESIGNED: R. HERMES DRAWN: K. TAYLOR CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE: 1 20' ONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY o.... 20' 10' ... 0, 13+50 STA 13+39 42" STL CASING IE=-17.98 34" HDPE PIPE IE=- 18.31 D=3529 AS -BUILT SURVEY BY: OWEC t S 13 oa es uI veyng Wade E Coates, PLS #42684, AS -BUILT Redline Plans Stamped on 5/16/2012 VERTICAL A CITY OF LAKE AVE S / RAINIER AVE S HORIZONTAL N-AD 1983/3/1991 ~' R E N TO N STORM SYSTEM DATUM Planning/Building/Public Woks Dept. PLAN AND PROFILE STA 10+00 TO STA 13+50 DATE: JUNE 2011 FIELDBOOK: PAGE: C1 SHEET: OF: 11