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HomeMy WebLinkAboutR-412815I� II I II 30-23-5 51030 12'CONC. 15' SEWER EASEMENT 30' SEWER EASEMENT IE 18"ADS :94.48 db IE=121.6] FEE. NO. 9612191465 REC. NO, 9612191465 IX. SmRM AND GAS EX SSW 688-2 LINE TO BE LOWERED SSA 12+14T8, GIB'RT TO ACCOMMODATE ADJUST TO GRADE 1248J I � - - - - - - - - - PER DETAIL SHEET 8 - ICI I I I I OR62M11'AY wr DIN) E%. SSMH 668-2 RIM:128.1} EX. CB RIM:143.19 E 8'PVC 6110.93 IE WADS E:139 79 \ -I- 12"GONG. IEgPV� w.1II. IE WADS W139 fig I1I5}`6{ fE T19113- REMaI - EX. SDMH RIM: 97,42 IE 12"ADS N: 93,52 IS 18"ADS E: 93.52 € dS IF 18"ADS S:93.42 I fl I a 1 I r\R I9+ \ 0100 I \ I edl' o \ s f \ 6 I I IIIN i-i I - IE tYCONC.:95.13 IE 12.CONC.94,66 IS 12"CONC.:94M IE 12'ADS:94.45 � SSIpI B88-1 BTA fO+JT.BB, 4.00' RT ADJUST ro GRADE 9d14 PER DFTA0. SHEET 8 58MH 668-1 RIM.99.8} IS 8"PVC N:92.2} i IS 8"PVC E:92.23 IF 8"PVC 59203 SEWER MAIN EXTENSION CHERIE LANE S.E. 114 OF SECTION 24, T. 22 My R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON ARCFIH i0230`.9]31 FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS 15 UTILITYEASEMENT / REC. NO 9612200370 2 i I _._ 1. _. _._ _.II _ I `� L _._ I j._.PROPOSED _ W8MPf X. 77 s 1 \s SY- s-A- z.-.-. zl- s _ = s1- s s \ 3 I z IF w -vs=s asas.- ws.w.,z _wz-w Hee�s�184 \ V v v -W 1 ws dsr \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \PROGRAIN POSED RETAINIA 30-23-5 S10 22RR \ I \ \ I \ \ \ \ \ ) \ \ \ \ \ \ \ ZOO \ 12+4 PARCEL/ 3023059041 I ERVICE JS FROM L _ - / / // // // \ / MH PER SHEET R/ I DA NM NA VD 88 BENCHMARK: CITY OF RENTON HELD Cltt OF RENTON DESIGNATION 1494 E-NATION:99.705 HORIZONTAL DATUM: NAD 83/91 CITY OF RENTON DESIGNATION 1494 FOUND 1 3/4- BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN THE CENTERDNE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55' NORTH OF THE CENTERLINE OF S. 16UH STREET. CRY OF RENTON DESIGNATION 1699 TOP OF 1 3/4' BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN THE CENTERLINE OF TALBOT ROAD OPPOSITE DRIVEVIAY TO HOUSE NO. 2819, NOTE: 1. SANITARY SEWER MANHOLES IN PROFILE ARE A GRAPHICAL REPRESENTATION OF THE STRUCTURES AND ARE NOT INTENDED TO DEPICT A SUMP AT THE BOTTOM OF EACH STRUCTURE. 2. SEE SHEET 3 FOR SEWER PROFILE LEGEND ■ CATCH BASIN TYPE I 0 CATCH BASIN TYPE 2, 49" • STORM DRAIN CLEANOUT • YARD DRAIN STORM DRAIN - - STORM DRAIN SERVICE ® INFlLTRADON TRENCH SANITARY MANHOLE • SANITARY SEWER CLEANOUT SANITARY SEWER MAIN - - SANITARY SIDE SEWER ® WATER MAIN - - WATER SERVICE H WATER VALVE 0 WATER METER rF WATER TEE W/THRUST BLOCK Y WATER FIRE HYDRANT .� TRAFFIC SIGN STREET TREE VERTICAL BEND. MJ -/ AIR/V&VE ASSEMBLY - BLOWOFF ASSEMBLY F O Z o s m 0 SCALE 1" = 20' PIPE CROSSING TABLE 1 8' W TP 91.93 12' SO BP 93.86 O8' W TP 91.93 8" SS SP 92.80 J 6" W TP 121.25 180 SO BP 122.25 O8" SS TP 114.01 6' W BP 119.35 O8• SS TP 92.54 12" SO BP 94.02 B 8" SS TP 93.08 18" SO BP 94.58 *ADD MAFOAM AROUND PIPE CROSSING 2, WHICH HAS LESS THAN 1' SEPARATION 9 07/30/20 1 Y ❑ -¢i W r U N 0 o no w z 6 a OQ 3a F O ¢ O w V 0 aQ x e Y I^ 0 Vlz Z v�i 6 ti AS F Z3. fY W 3 W o O ti z a uW WW''��Z cZ r 1 1 W a 4_ W F N s z a ¢ Q WK of wU o Q Z W W W U Wg� WWo Z W (n W LU Q W U � X L) cn O W cA W W a a O 06 U) Know what's below. BASF MAP Call before you dig. SHEET 2 OF 7