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HomeMy WebLinkAboutSWP2702711.5T Ir- N N 0 CATCH BASIN SSMH 04 RIM EL=27.dl RIM EL=28.45 4"PVC N IE- 25.51 18" E&W IE=16.45 4"PVC E IE-24.01 12" S IE=16.95 8" S IE=23.41 6" NE IE-17.75 6" NW IE-17.75 00 EX. 8" DDCVA �1 IN VAULT TP �6Z -- _ C-) 4' P�C� 12"W I W (PLAN W-2114) W I SURVEY CONTROL-- --_ 2g I 6 PT.# 104 N=174301.57 oOI00 E=1299251.32 124SEWER _-- IENCASEMENT I PIPE 11 PLUG CATCH BASIN _ RIM EL=27.19 8" S IE=21.94 PR ST OR CAST -IN P BO 3 1�k00 CUL T ANGLE SEC WIT ISER, SEE DE L 2 \ 11 � c A ESS RISER #2, STD.nCOVER ' MATCHLINE - STA 12+60 STA. 12+73.83 3 8' LEFT RIM=26.5f Approved BPB 28 007 a WAS q� 02 Y. x �O 0 37338 q ww .� #0I S T $S �SSIORAL � - CALL 48 HOURS BEFORE YOU DIG SSMH cal i i 96" CATCH BASIN RIM EL=28.41 9Z �I , i IM EL=28.67 1-800-424-5555 8" N IE=17.91 Ali 6"PVC E IE23.96 / / - 8" SW IE17.91 GC i 42"CC NE IE=20.92 NTi Z 42"CC SW IE=20.88 648"CC SE IE-20.84 _ ' 0 CATCH BASIN G 144"0 CATCH BASIN RIM EL=25.21 G gyp, RIM E =29.48 6"DI E IF-24.01 T/ice 4" C NW IE=20.73 72" cc 2"CC E IE=20.92 SCALE: 1 "=20' � -�A. 1�+22.39 _ CENTER OF � - of - STORM DRAINAGE NOTES - N=174391.97 SURVEY COI�ITR�L p BH-4 E=129955 .85 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING APT.# 103i - o RIM E_ 29.63 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. E N=174 62,, 8 �� NE E=129952�4 1 1 CONNECT 3 1 g 20 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OETAI� 6 DURING CONSTRUCTION WATER LINE CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF OCAT-- T T T - RELION SEE SHEET 7 r (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG W__ - W - 12" of -. W IN END OF EXISTING STORM DRAIN PIPE AND ABANDON 36" SE INSTALL PROJECT PIPE IN PLACE. X, ENCA ENT SIGN 20' FROM ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR w 1 END OF WALK- - -- - SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN 1 +00 A CESS RISER #4,� > SS N 4 UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" 3: STD. OVER Q EL= 62 STA. 15+ 7 GOB` 18" E&W IE 9.57 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING RIM=3 of 00ON 8PVC S IE= STORM DRAIN PIPE. 9 3 - '2 © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL _. -- 1 PHWET - SEPARATION BETWEEN CATCH BASIN AND GAS LINE. - --32-- - -- -� CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS TE J-Box BH-3 z_�.� E =---- - - AULT -- - T __ - 31 L � NE WATER I�IN THAN 6 FOR REVIEW BY CITY. 6" E S HEET 7 O7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. SPRINKLER STA. 13+84. - �NP� A R LINE VALVES �� ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL i CONSTRUCTI N BASELINE ANGLE POINT SEE SH o SEPARATION BETWEEN CATCH BASIN AND WATER LINE. N=174323. 5 I - _ - - - CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS E=12993 .59 PRECAST OR 41N PLACE WATER THAN 12" FOR REVIEW BY CITY. BOX CULV '' A' E s STA. 12+70. ' TIO TH RISER, o��09 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS CONSTRUCTION BASELINE ANGLE POINT S ETAIL STA. 1 +4L617 WITHUTILITY OWNERS. 4 PROPO EDVERT ANGLE POIN N= 76.11 // - _ N= 45 -- 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE �=1299256.33 � � 11 � w 0 E=129�52 .46 EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. D-271 1//'05 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING PRECAST OR CAST -IN PLACE BOX CULVERT ANGLE SECTION WITH RISER, SEE DETAIL r3 11 SSMH RIM EL=29.19 18" E&W IE=16.89 8" NE IE-17.44 X" N IE= EX. 8"W FIRE SPRINKLER - IACC SS RISER #3, I STD. COVER EX. 1.5" STA. 13+57.93, METERI W DI W 12.1,"," LEFT RIM 28.5f 8" I . 18" Ss . , ^ r% - -- SSMH RIM EL-29.21 8" NW IE=17.91 8" SW IE=17.91 CATCH BASIN RIM EL-28.60 6"PVC NE IE-27.3 BACKUP POWER GENERATOR GAS METER WITH BOLLARDS / I CT. VAUL �z �29� I i i 2" STW:GAS I.E- 24.33 = = = = = ACCESS RISER #3 _ ACCESS RISER #4 : 2" TEL: I.E. 24.33 : = - 42": CONC. STOR:M I.E. 19.6±: = 40 _ ACCESS RISER .2 = 2„ 1W GAS I.E- 27.2±40 ------------------------------------------------------------- ---------------------------- --------------------------- --.. ...................------....... : : 2" UNK I.E. 27.25± ® : :18" SANITARY SEWER : CONNECT :EXISTING 8" :SD : : : -2" PVC TL I.:E. 26.8± :I.E. 17.25± T I.E. UNKNOWN 13 : : El_(2) I.- 25.95± O 24 9± :12 AC SANETARY SEWER: = 35 :I.E.=17.56 : : 8" DI WATER 35 12 DI WATER E. ------------------------------------------------- ----------. ------ ................ --- ----------- ----- : I.E. 24.5± 4" PVC ELEC STA. 16+09.39 EXISTING GROUND : = _ I.E. 27.4± EXIST CB 30 ®� PROPOSED : _ ELEC TEL --------------------=-------------------:------------------ ------ -----...............---------------.:.............------:...-------- ----: .... ..............---------- ...... - 30 .4'x6' - -BOX - OtJLVERT : ... ABANDON = = RELOCATE = 8" WATER : o o 12" :WATER _ o I� I 00 : 25 0 25 �.. : ........................... . -- ..............................------........ .... �.... Qw =----- ---------------- ------------------------------- - ---- - --- -----------:----- : ---�.. �.I.. (n [n 71 LF 4'x6' CONC. BOX CULVERT :I w W 0 84 LF 4'x6' CONC. BOX CULVERT -� : : 188 LF 4'x6' CONC. BOX CULVERT _Z w : : _ i : : : S = 0.0022 = 0.0022 II I I 20 J : 5-0.0022 i--------- ------ --------------- ------.----- . --- _1J --- .=--- .._ . -:- -- -._ .- _.._...�-.---.-..-.-.-.-.-.��.=.------.-.....-.-.-.-.-:..---..- :... - - _ 20 .-. C) I.E. 20.73 T : : : : STA. 15+46 17 = : 15 CULVERT ANGLE: POINT CULVERT ANGLE POINT: CULVERT ANGLE POINT : = :..... .------=--- 1- --- 0.15...------------------=---- ----------- ::................-..:.I.E.__20.56 = :..................:.... CALCULATED LOCATION (IE = 18.76) 15 ---------------------..........------............ 24"0 SEWER POTHOLED LOCATION IE = 17.25 PIPENCE : = = [FOUND BY PROBING DUE TO ENC : ) :1 36" SEWER 2 GROUNDWATER] 10 = : : :6 : : : : = : P PEASEMENT "-,) SEE SHEET 11,DETAIL 4 : 1 :HORIZONTAL SCALE: 1"=20' 5 _ : : VERTICAL SCALE: 1 "=5' S 13+00 14+00 15+00 16+00 STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 1� PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 of IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. Q2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL By:_Daniel Carey ---- Date;-4/9/07_ By`---------------- Date: -------- By: Dater------- By`---------------- Date: ------- EXPIRES: 8/20/2007 REVI Sg7i) c /zz BI-121711111015 1 REVISED OHPW AND OHCOM LINE LOCATIONS DWC 5 7 7 SU""E''ED. SC&EDATE REVISED ' ' BOX CULVERT ALIGNMENT SAC DESMUM AS SHOWN HOMOKAU NA° 19W/INI �I CITY OF 4/6/07 B.B. RENTON VILLAGE STORM SYSTEM PROJECT FlELDBOM DRAWN: R E N TO N PALS P.M. ow iNCN DATUM DRAwW N0' CONSULTING ENGINEERS AT FULL scue 7K nExr0t AVDW NMTM SME =1 S IF Nor OWxx + Planning/Building/Public Works Dept. SEArnE, VMMMUM 98W9 CM NO. REVISION BY DATE APPR APPROVElk. B.B. SCALE � "DINMY PLAN AND PROFILE �' 5 OR 12