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Home My WebLink AboutS-298805E a 3 DO C -1 co S. O N C/)cf) I� N 2:z _za C R 4z 986.5 IE CHAN 12 N/S=39.0 INV 8"S35.11 CL S1111111NN-42.81 N owe„ 71 I IE z' �I I 30' I ASPHAII x CPCP "_38.9 IF 6" CDNC SC=39.4 m U c C fi 2 J z III CB RI's=42.09 •GRAVEL I a h ASPHALT \\ if} L SSMH # 3 E 6" CONE SW 38,9 lllull T I2 �' �n l NO BASEMENT ,T STA 20+93.6 LT 4.2' B ✓L 87 2 STORY 'SONARY FIN [COh 5 2 SS HOT LO - C PRE C-TO10 NOT VISIBLE LI 3.CB ABANDONED IN PLAI CR '.•=12.21 C NOTES: SIDE SEWERS SHOWN BASED UPON BEST INFORMATION. CONTRACTOR SHALL LOCATE SIDE SEWERS WHILE REPLACING MAIN AND ALL LIVE SIDE SEWERS SHALL BE REPLACED FROM THE MAIN TO APPROXIMATELY TWO FEET FROM CURB AND GUTTER SEE DETAIL B079A. AS -BUILT SIDE SEWER INFORMATION SHOWN BASED UPON NOTES PROVIDED BY CONTRACTOR AND TELEVISION INSPECTION REPORTS. INFORMATION SHOULD BE CONSIDERED ± 4'. PIPE SLOPE WAS CARRIED THROUGH MANHOLES. 55 ---]�' N - -i N 01'29'08 "E 0 56200-16. ' 0. 6" HE ACTIVATED) - SS - C -1 WELLS AVE I S. O SDMH RIM=42.98 ➢ o I� LT 4.6 2:z _za C R 4z 986.5 IE CHAN 12 N/S=39.0 INV 8"S35.11 CL CHNL=36.73( 8"N/ 81S) S1111111NN-42.81 N owe„ 71 I IE z' IF 6" GONG SIN =39.4 iE 12 AN NN S- 38.9 ASPHAII IS 12 CPCP "_38.9 IF 6" CDNC SC=39.4 m CB RIM 41.40 W z III CB RI's=42.09 •GRAVEL I a ASPHALT \\ BLDG, II 225 F 6 NW=39.9 FIN FLOOR =43.0', L SSMH # 3 E 6" CONE SW 38,9 lllull T NO BASEMENT ,T STA 20+93.6 LT 4.2' iBLDc 231 BLDG ); 2z9 zz7 1/z -T -CD- FD rd�_ - -� FIN FLOOR 43.2 BLDG. (r 227 b _-_ 6DNC WALK RIM=43.00 FIN FLOOR =43.0 !J/BASEMENT FIN FLOOR =43.1 BLDG. 8 221 a CL CHNL=37.50(8"N) o CAPPED STUB b BASEMENT PER OCCUPANT V/PEMENTL EN FLOOR =43.6 STA 25+25 a _ - w/ BASEMENT M �yy\\� PER OCCUPANT COVE. YIALK\V1.A o 31�AA\VAAI�VAAAAA 55 ---]�' N - -i N 01'29'08 "E 0 56200-16. ' 0. 6" HE ACTIVATED) - SS - SD -----I D 1ST SAVINGS BANK BLDG_ # 2D1-207 SB LIST SAVINGS BANK BLDG. it 201-207 C -1 WELLS AVE I S. O I SSMH # 2 ➢ o I� LT 4.6 2:z _za C R 4z 986.5 ht INV 8"S35.11 CL CHNL=36.73( 8"N/ 81S) S1111111NN-42.81 N owe„ 71 I IE z' colic N-35.61 iE 12 AN NN S- 38.9 ASPHAII IS 12 CPCP "_38.9 s=L,uT m CB RIM 41.40 W z III IE 6' CONE 6-38.9 I a ASPHALT \\ L ASp'nALr E 6" CONE SW 38,9 lllull T -.. 0 =--F.D.'. ,T --FD. _ I COAC WALK AN 6 4 SD -----I D 1ST SAVINGS BANK BLDG_ # 2D1-207 SB LIST SAVINGS BANK BLDG. it 201-207 ID ®Q - sD _ S I' _.,Iv`� -cam x N w Q o - u o Y ■ - / \ IIII ouc. "'ILK - cuRB c -nLN _ m 2}{_y� _ N (~n - CLo - •1® cl _ /}I�1Iy� to - .$Ic L \ ® 6" DEC. G DEC. �1 - �C} -, .. - 6- DEC. J6' DEC Y CCYC. 1'ALKJE0.1 p.'�6' Df C, o UEC. �. - C.'R6 A C'JL F2 -. \'/ _ _.I•-1i� -_._ _(_, m _ F�_I LI �T eJ _-- =oca - - - _ \ \\\\\\ \ \\\\\ LIJ - ,, `t'LEG . 230 I "IN FLOOR -42.8 .LDG. y 234 \ \ BLDC--. l; 230 BLDG p 726 27.4 \ \ \ \ \ \\ \ \ \ \ \ o oac. wcL,i / I� 17 „fin �'I __- ` \ FIN FLooR -42.9 \ \ - �� ,�TO BASF ENT PER I FIN FLOOR -413 a FIN FLOOR= 4.0 v BLDG 27G OCCUPA.iA' : W/ BASI_fd_NT TO FIN FL004 M1 <.7 I BLCG. } 210 - ` V aLI FIT R- 43.0 \ RECONNECTED '! ice` V BLDG. it 232 REAR OF BLDG NO B.eSEME\T - BLDG F 216 A LOVlFR LEVEL E. A FIN FLOOR=42.3 \ DRY STUB IIy 1 FIN FLOOR -43. PER OCCUPANT FIN FLOOR=451 �' "_: U PER OCCUPANT S.D. '. H AM -4255 No BASEMENT SIDE BLDG STA 25+22 V!/RLS'10 4 j 9 2 CB RN 112 ELEV_=40.4 CB HIV -41.37 E. s E .oz ORarr v/3' we E 6 WN -40 .8 : RTC(, C, y 20 .a r0 510 IF 6" COiNC V639. EIIALK TYP. 8 _ - '•. E 519 i -N FLOOR -42.5 aonD ccaC.E m = I ".m nsz SDIAI HIM -12.10- . -Cs. P. <23�. I Ie cL cHaN Iz s/1v- v.6 I -4. 2 ASPHALT x L i N I � 30' 30 '. - I I � I BM 66-56.B x SET CHSLD SQ. IN BK I - ' � OF SIDEWALK ®SW COR. I I 2' SQ. COLUMN EL=43.04 i 21+00 22+00 23+00 24+00 25+00 ... C'._ 8 _/H 37.x ............. ......................... ... ..... ............. ....... .... ... - - I IE �J C S 3f3.2 OB WEST SDMH RIM-4298- Ic 6' O (' \ :iH➢ : : : : : : RI 42.09 IF CL CHAN 12 u S-3°.0 : _ , EXISTING :SF!- R PIPE IS DAMAGED / - - - 166' NE -39.9 IF C' CONE SN, -39+ NOT ABLE TO PERFORM TV INSPECTION IF 6" CONE SE=39.4 - _ -STELE F� ABANDONED IN PLACE � � � � � - r � � IE c c / = 3H.c - _ c8 rnsr - --2 - R13 3 .88. t' . ..... ..:... ...:........................... :...... ..:.........:.. ...... .....: ...... RIII 42.56 SSMH RIM 42.96 .............: ....... ............... ..... .. .......... .. _--..--------.... '. I. IE 6 NW -40.8.... ..... I)L CHAN 8" N/c-35.8 . CH..w. ST ..... .... - RIM=41.40 - - - - - IE 6 CONS E=38.9 - SS%!H L,=4] - SDMH R'A- 7.87 - IE 0 CONS 4=39.2 C_ CILN 12' =-d.2 - _ IF 12 GONG N=38.6 : : : : IE 6" CONE. SW -389 8 CNC SF 0g.3 _ IE i7' GOING S=38,7IT - - - 45 PEP w=389 :..... CBCAST - - IE 6' CDNC Vi-39.8Al ' Ike w d 7- 40 I _ :-ABANDOIT z NED......... ....._.........:.........:.........:.........: ---_ - _ - _-_ -._.. --- .. .... _.. ........ ....... _........ ........ ....... A- _ _ _ _ - -- --_ -- -_ -_ I.. ° nI _ oon r a" ro yr 1 1 n 203 LF 8" C900 PVC @ 0.11% 35 SSMH #3 T " (DISTANCE IS. CENTER TO CENTER " " " " " " ...... ...... " .... .. " .. " " " " " " " " " 282.5 LF 8" C900 PVC @ 0.57% STA 20+35:2± LT 4.9' STA�"e= 'ooen-rr'r 20+93:6± LT 4:2' } DISTANCE IS CENTER TO EDGE) - �\ �w INSTALL NEW TYPE B 54" SSMH : : : SSMH It ( - 1 PLUG 8" MAIN TO NORTH 2+g6.5 LT 4.6' ABANDON SSMH PER RIM= 48.99± 43.00 INSTALL ONE STICK (MIN 18') OF 8" DIP FROM E I I'' SSMH DETAIL B71A : IE 8" N =3;<6& 37.50 INSTALL NEW TYPE B 54"SSMH MANHOLE TO CROSS SEATTLE PIPELINE. INSTALL (`_ - STA25 88.5±1I 25+81.4LT5.0' 30 : PLUG 8" MAIN TO SOUTH - RIM =8.99 42..98 _ _ ETHAFOAM PAD BETWEEN SEWER AND WATER 2672 - - INSTALL NEW TYPE B 54" SSMH ...... ...... .. ... ....... .... _ .. ....... .. ..... WITH 2 PSI MIX CRETE. .. _ .MVI RIM'^-. 4 215 Ot ..... .... MAINS. :ENCASE PIPE 12" ALL SIDES MINIMUM CLCHNL=36.73(8"Nl8"S) : S-298805 - 2000 PSI _ _ IE ,7 - - : :IE 8"S-2&24,35.11 -- ' CL CHNL = 34.91 (12"E 112"m SEI- .,... �w _ 1"=20 xavaamilxm lem+ee1 �� >s CITY OF CENTRAL BUSINESS DISTRICT �h3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING MAB f1°°AOAC BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY MAB RENTON UTILITY REPLACEMENT vpuu xu AND OTHER INFORMATION PROVIDED BY CONTRACTOR °Np I"p1 DATUM AS -BUILT MAB 2/2014 DH AT ""� ! 9/ 9/ P SANTARY SEWER REPLACEMENT S -1 23169 Plannin Buildin Public Works Dept. NO. REVISION BY DATE APPR*a I""F I,IIIT�PONCLT WELLS AVE S (S 3RD TOS 2ND) 9ET 2 12 71 8'0 5- 5-2 8851 C O m z 0 z c m m D C -1 SSMH # 1 O { O m ➢ o m RIM=42.01 2:z _za C n>� ht INV 8"S35.11 v� GE, N owe„ 71 CL CHNL=34.91 (12"E/12"W) a n L,En t,, ASPHAII s=L,uT m CB RIM 41.40 W z III IE 6' CONE 6-38.9 IE 6CO " ,C l-59.2 E 6" CONE SW 38,9 -T -CD- FD rd�_ - -� - b _-_ 6DNC WALK -UR-� _c KRB k GLlrr£R a + o CAPPED STUB ( 6 DEACTvr TED) N STA 25+25 a _ - M _ o ID ®Q - sD _ S I' _.,Iv`� -cam x N w Q o - u o Y ■ - / \ IIII ouc. "'ILK - cuRB c -nLN _ m 2}{_y� _ N (~n - CLo - •1® cl _ /}I�1Iy� to - .$Ic L \ ® 6" DEC. G DEC. �1 - �C} -, .. - 6- DEC. J6' DEC Y CCYC. 1'ALKJE0.1 p.'�6' Df C, o UEC. �. - C.'R6 A C'JL F2 -. \'/ _ _.I•-1i� -_._ _(_, m _ F�_I LI �T eJ _-- =oca - - - _ \ \\\\\\ \ \\\\\ LIJ - ,, `t'LEG . 230 I "IN FLOOR -42.8 .LDG. y 234 \ \ BLDC--. l; 230 BLDG p 726 27.4 \ \ \ \ \ \\ \ \ \ \ \ o oac. wcL,i / I� 17 „fin �'I __- ` \ FIN FLooR -42.9 \ \ - �� ,�TO BASF ENT PER I FIN FLOOR -413 a FIN FLOOR= 4.0 v BLDG 27G OCCUPA.iA' : W/ BASI_fd_NT TO FIN FL004 M1 <.7 I BLCG. } 210 - ` V aLI FIT R- 43.0 \ RECONNECTED '! ice` V BLDG. it 232 REAR OF BLDG NO B.eSEME\T - BLDG F 216 A LOVlFR LEVEL E. A FIN FLOOR=42.3 \ DRY STUB IIy 1 FIN FLOOR -43. PER OCCUPANT FIN FLOOR=451 �' "_: U PER OCCUPANT S.D. '. H AM -4255 No BASEMENT SIDE BLDG STA 25+22 V!/RLS'10 4 j 9 2 CB RN 112 ELEV_=40.4 CB HIV -41.37 E. s E .oz ORarr v/3' we E 6 WN -40 .8 : RTC(, C, y 20 .a r0 510 IF 6" COiNC V639. EIIALK TYP. 8 _ - '•. E 519 i -N FLOOR -42.5 aonD ccaC.E m = I ".m nsz SDIAI HIM -12.10- . -Cs. P. <23�. I Ie cL cHaN Iz s/1v- v.6 I -4. 2 ASPHALT x L i N I � 30' 30 '. - I I � I BM 66-56.B x SET CHSLD SQ. IN BK I - ' � OF SIDEWALK ®SW COR. I I 2' SQ. COLUMN EL=43.04 i 21+00 22+00 23+00 24+00 25+00 ... C'._ 8 _/H 37.x ............. ......................... ... ..... ............. ....... .... ... - - I IE �J C S 3f3.2 OB WEST SDMH RIM-4298- Ic 6' O (' \ :iH➢ : : : : : : RI 42.09 IF CL CHAN 12 u S-3°.0 : _ , EXISTING :SF!- R PIPE IS DAMAGED / - - - 166' NE -39.9 IF C' CONE SN, -39+ NOT ABLE TO PERFORM TV INSPECTION IF 6" CONE SE=39.4 - _ -STELE F� ABANDONED IN PLACE � � � � � - r � � IE c c / = 3H.c - _ c8 rnsr - --2 - R13 3 .88. t' . ..... ..:... ...:........................... :...... ..:.........:.. ...... .....: ...... RIII 42.56 SSMH RIM 42.96 .............: ....... ............... ..... .. .......... .. _--..--------.... '. I. IE 6 NW -40.8.... ..... I)L CHAN 8" N/c-35.8 . CH..w. ST ..... .... - RIM=41.40 - - - - - IE 6 CONS E=38.9 - SS%!H L,=4] - SDMH R'A- 7.87 - IE 0 CONS 4=39.2 C_ CILN 12' =-d.2 - _ IF 12 GONG N=38.6 : : : : IE 6" CONE. SW -389 8 CNC SF 0g.3 _ IE i7' GOING S=38,7IT - - - 45 PEP w=389 :..... CBCAST - - IE 6' CDNC Vi-39.8Al ' Ike w d 7- 40 I _ :-ABANDOIT z NED......... ....._.........:.........:.........:.........: ---_ - _ - _-_ -._.. --- .. .... _.. ........ ....... _........ ........ ....... A- _ _ _ _ - -- --_ -- -_ -_ I.. ° nI _ oon r a" ro yr 1 1 n 203 LF 8" C900 PVC @ 0.11% 35 SSMH #3 T " (DISTANCE IS. CENTER TO CENTER " " " " " " ...... ...... " .... .. " .. " " " " " " " " " 282.5 LF 8" C900 PVC @ 0.57% STA 20+35:2± LT 4.9' STA�"e= 'ooen-rr'r 20+93:6± LT 4:2' } DISTANCE IS CENTER TO EDGE) - �\ �w INSTALL NEW TYPE B 54" SSMH : : : SSMH It ( - 1 PLUG 8" MAIN TO NORTH 2+g6.5 LT 4.6' ABANDON SSMH PER RIM= 48.99± 43.00 INSTALL ONE STICK (MIN 18') OF 8" DIP FROM E I I'' SSMH DETAIL B71A : IE 8" N =3;<6& 37.50 INSTALL NEW TYPE B 54"SSMH MANHOLE TO CROSS SEATTLE PIPELINE. INSTALL (`_ - STA25 88.5±1I 25+81.4LT5.0' 30 : PLUG 8" MAIN TO SOUTH - RIM =8.99 42..98 _ _ ETHAFOAM PAD BETWEEN SEWER AND WATER 2672 - - INSTALL NEW TYPE B 54" SSMH ...... ...... .. ... ....... .... _ .. ....... .. ..... WITH 2 PSI MIX CRETE. .. _ .MVI RIM'^-. 4 215 Ot ..... .... MAINS. :ENCASE PIPE 12" ALL SIDES MINIMUM CLCHNL=36.73(8"Nl8"S) : S-298805 - 2000 PSI _ _ IE ,7 - - : :IE 8"S-2&24,35.11 -- ' CL CHNL = 34.91 (12"E 112"m SEI- .,... �w _ 1"=20 xavaamilxm lem+ee1 �� >s CITY OF CENTRAL BUSINESS DISTRICT �h3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING MAB f1°°AOAC BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY MAB RENTON UTILITY REPLACEMENT vpuu xu AND OTHER INFORMATION PROVIDED BY CONTRACTOR °Np I"p1 DATUM AS -BUILT MAB 2/2014 DH AT ""� ! 9/ 9/ P SANTARY SEWER REPLACEMENT S -1 23169 Plannin Buildin Public Works Dept. NO. REVISION BY DATE APPR*a I""F I,IIIT�PONCLT WELLS AVE S (S 3RD TOS 2ND) 9ET 2 12 71 8'0 5- 5-2 8851 C O m z 0 z c m m D C -1 r O { O m ➢ o m 2:z _za C n>� ht v� GE, N owe„ 71 � a n L,En t,, N m n � W z III 8 O ➢ o m o o C ac G mN z n � m