Loading...
HomeMy WebLinkAboutR-3847122► W ° SEWER KEYNOTES � J Ny a 20 40 80 MEA BUILDING O EXISTING SSMH ADJUST TO MATCH FINISH GRADE (TYPICAL) a 2 2000 GALLON OLDCASTLE MODEL 612 -GA OR APPROVED EQUAL IE 19.14 O SAN. SEWER GREASE INTERCEPTOR. 12'-B" L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). am LO SEE ALSO BUILDING PLUMBING PLAN SHEETS P101 AND DETAIL 2/P605 Q O EX. SAN SIDE SEWER PLUG WITH CONIC. SEE ALSO DEMOLITION PLANS T -40T W Z ® NOT USED 0 4" VENT PIPING W IZ- O EXISTING SIDE SEWER SHOWN AS PER RECORD DRAWINGS. NOT FIELD VERIFIED.' a ] W _ CONTRACTOR SHALL POTHOLE OR VIDEO SEWER TO CONFIRM LOCATIONS AND °ewwwxxxN lWq RINwI NwwN O Er — ABANDON/DEMOLISH AT MAIN THOSE SIDE SEWERS NOT BEING USED. . NNNN4lwlwq RHMON MOON OWI61 Q NwxwNNwwq aR M KNNH ww d 2 W Wa't6' vENr Pw Nc iL n 3 WNW 0 a 4"" TEE VENT PIPING m wQ � 11 •I A EX 36` SAN SEWER (KING CO. METRO) GREASE INT£RC£PTOR. AS BU/LT DETAIL "A' I ^ 8 °i • IKEA FF EL=25.0 jsN z Y • p SCALE.• T =10 FT BUILDING SEWER, SEE PLUMBING PIANS O F ; IE = t42Tt (6" E) IE . 19.14 Eaaaia I"1 W I s LF 6 SSCO 4, TWO WAY CLEAN OUT PER SS O 2.00% \ J - •' C> L�' • x PLUMBING PLANS I n SEE BUILDING PLUMBING M f SSCO 1, TWO WAY CLEAN OUT PER " o v, ( n PLAN SHEET PIOI PLUMBING PLANS m 'fir I RIM =RIM 24.3 �( f NON GREASE WASTE WATER d 4 S ° SSCO 5 , CLEAN OUT TO GRADE iE s , $ a. SSCO 2, CLEAN OUT PER COR _ VAULT, SEWER GREASE INTERCEPT f • STD DTL 403.1 —SEE BUILDING PLUMBING PUNS F t RIM = 23.77 RIM - 24.23 I o p• p 3 p I IE = 47:Of) (6" E) IE _ WY 8 E = 18.56 ._-=--.o.:�cG' F-� I g E = 18.59 £ LENGTH AS REQUIRED O 2X MINIMUM a o II g O.O(P+p Ip•p o r v m ¢A¢ W m r Bp F SSMH 1, 48" TYPE T= 100 LF 6" ~ a Ir 3 2� W/BACKFLOW VALVE— 55 O 22 IT -7 y �+ • WATERLINE EASEMENT R ML ---,-s=.. ^^ (6• ,A,) 4.21 —"u° 8 ! $ < REC.NO. 14,03"(8--3) v e f a. IE 14.27 = - - 155 SS" I � I " F x EX B" SAN SEWER _ =1 aa. p _ _ _ _4, 11" PVC I.E. S=14.02' 8` SS2 0.4 1wa� pp a w F— -_ W W' W W V W W W -�- W 5 ; a W w w— W w w w w w ; w— w TEL M/R' f $ 8.2 ZZ Cal ° EX 6" SAN SIDE SEWER TO PLUG - SEE ALSO DEMOLITION PUNS 73+18++0 p ,4 b w © r Rm n p^ N < t to P w64 LF 8" SS O 1.1X CONNECT TO SSMH-E E Wat m RECIPROCAL INGRESS, EGRESS & ARKING EASEMENT " v u �—REC.N0.20000228000508 8 vi 3 b ro Z oz ia REFERENCE Cltt OF RENTON RECORD CITY OF RENTON DRAWING NO S-251 PUN AND PROFILE R SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT IKEA PROPERTY INC HEPAR MENT OP PUBLIC WORKS yO K j AUG 7, 1978 AS -BUILT DATED: 12-15-2017 �P� SWAS RSO CON OSH HOCC420 ALAN K ND PPAA119428 Q'GHA�Is z d m A&BI&T NOTE: VERTrAL DATUM, : °F "�y CONTACT: DWIGHT E. AATON Q' SANITARY SEWER IMPROVEMENTS S Z m ¢ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHNUMEN CITY OF RENTON, NAVE) 88 SAND ," CONSTRUCTION MANAGER Q% Z 0 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM P. (610) 834-0186, CG1 .MM -549-4623 '" CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND APDro e4 by: Date z E: DWI r T sa axa EAmM b IKEA REDEVELOPMENT, RENTON, WA o RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST •2017. A BENCHMARK- nENGINEER' o n 4 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approw:e D : Date 27 0 .,� o d Dtmaa� cre BEFORE YOU DICT Y J f STCWt \� 82155 72ND AVENUE CONSULTING SOUTH�IKENT,S ZPp W E 6/11/2015 aE Na 015001266 THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD J'/ WG 0g Z pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approve4 By: Dote OWAL E A� WA 98032 YJ7 0� Olga Usc BCa11? f'.40' Fgp6ppL_paDE-- V II REVISIONS AND FUNCTION AS INTENDED. •v� CONTACT: JAY GRUBB, PE a'G ENGIN 79.488 FEET (NAVD88) a Date (�' (425)251-6222 A''� eI�rCL7-3 oF4�' S-384707 R-3847122 ✓tj N 0 LF) D H Q W d