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Home My WebLink AboutD-21720BEX. GRADE - -� EX. SSMH 3 I I LIMITS OF CONTROL DENSITY FILL EX. GAS 2b -------- -� - -Y- EX_12" SD- 24 w ° a = P o A c0-- - -- - - -7 U _ I o 22 EX. 8" SS 18" PIPE 8., PIPE 18" uu : u:.,. 20 I NOTE: ALL UTILITY LOCATIONS ARE APPROXIMATE.' FIELD VERIFY LOCATION OF ALL UTILITIES. /- �1 SECTION O I.E. 6 PVC S. = 27.47 I.E. 8 PVC W. 27.37 rJ I.E. 6" PVC E. 27.37 SCALE: 1 "= 2' I.E. 6" PVC NNW. - 27.27 z I.E. 6 ", PVC NE. = 27.37 Z AGF7 Ci33_., _- I.E. 6 PVC N. = 27.471 J CB RIM z9.. EX. A TO BE REMOVED & ,,,,,,,,,, I C=J R:� 2 9.96 � LE. s" PVC N. - 2zs .REPLACED W/ NEW CB #31 u u u u u /b• 211 ./2 ga1.y I.E..6" PVC S. = 27,7 0 2 4 6 lE• 77.81 i2 "E SSMH. RIM = 30.21 GRAPHIC SCALE 12 PVC N 1S CHAN. = 19.21 /.E. 28.01 6 ",V EX. CB TO BE REMOVED & NOTES: NUTS fj n I I REPLACED W/ NEW CB #32 Uj CB RIM = 29.87 I.E. 6" PVC S. = 28.97 I GAS, SEINER, AND UNDERGROUND UTILITIES. As `T{ i CB RIM = 29.73 EX. CB TO BE REMOVED & REPLACED W/ NEW CB #33 19LF 12" -P I.E. s" Pvc S. = 29.06 w �\ 5 SCALE: 1"= 10' Ld W wl NE � CK AVE c .o9ik sT :� c.a 28-IF -IT' 12 -DI ' i' E of m T B�.v'S RIM -29-.80 29.68 - - -- I.E. ?5. 7 2493 5" 25' #300 29.88 - - - -- - Il CS RIM = TOBIN ST ' E. 6" P"C W6 29.03 o; ' EX CB TO BE REMOVED & y x ` 1 1 REP. LACED W/ NEW CB X35_ 1 RIM 29.88 I.E.27.66 27.79 d- L cor I CB #32 \ rt SHATTUC�C -- \ I 9 LF 8 " `;; S = 1.44 Y. TOBIN - 0p' 3p CONC WALK I- W- 1FEkTOV� � � 9D -_-_- - --� -_ - �__ -__� - -- -- G _ ;5O -L- 12" DI w w _ EX. SD w EX. ABANDONED GAS. Q TO BE C,1 G 6� a ° W LL1- 12" PVC NEW CB #30 N. o0 - - - '- - - --- __s O -ss REMOVE -AS REQ'D O -- -ao - -- - - - - - - - - - REMOVE EX. SD - - -- - -- --___ 3 uP REPPLACE W/ 4 w REMOVE EX. SID & -- 5 LF - 18 EP - - - W REPLACE Wf ° 8 LF - 18 CPEP 11 S L-o- -� CONIC. F EX. CB TO BE REMOVED & ' �. C RIM = .91 .__ I' '' E. 6" pvc N.= 29.06 REPLACED W/ NEW CB #34 0 SSMH RIM = 30. 2 N I.E. 15" PVC E. - 19.021 I.E. 12 ". PVC W. = 19.52 ' DO } I.E 8' PVC N. 19.42 S MH I = 30 07 EX. SDMH TO BE REMOVED EX. GRADE - -� EX. SSMH 3 I I LIMITS OF CONTROL DENSITY FILL EX. GAS 2b -------- -� - -Y- EX_12" SD- 24 w ° a = P o A c0-- - -- - - -7 U _ I o 22 EX. 8" SS 18" PIPE 8., PIPE 18" uu : u:.,. 20 I NOTE: ALL UTILITY LOCATIONS ARE APPROXIMATE.' FIELD VERIFY LOCATION OF ALL UTILITIES. /- �1 SECTION O I.E. 6 PVC S. = 27.47 I.E. 8 PVC W. 27.37 rJ I.E. 6" PVC E. 27.37 SCALE: 1 "= 2' I.E. 6" PVC NNW. - 27.27 z I.E. 6 ", PVC NE. = 27.37 Z AGF7 Ci33_., _- I.E. 6 PVC N. = 27.471 J CB RIM z9.. EX. A TO BE REMOVED & ,,,,,,,,,, I C=J R:� 2 9.96 � LE. s" PVC N. - 2zs .REPLACED W/ NEW CB #31 u u u u u /b• 211 ./2 ga1.y I.E..6" PVC S. = 27,7 0 2 4 6 lE• 77.81 i2 "E SSMH. RIM = 30.21 GRAPHIC SCALE 12 PVC N 1S CHAN. = 19.21 107 +00 108 +00 s wp -27 -ail: ,OA 7ZIY DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS 8" W W 18" SO ,CK VOID BETWEEN NEW SD ID EX. SS AND W ILITIES WITH ETHAFOAM APPROVED EQUAL � I 12" SS J , C. of rt 12" -C_I. W FUTURE 24" SD------ -- SEE NOTE 2 i NEW CB #15 SEE SHT. 3 __ AND NOTE 1 THIS DETAIL s ror��y sr c 6 °? ;PLUG ENDS OF ABANDONED M1 I SD PIPES. W/ CONC. $1 PVC23.3 LF -12" co '- CB #18 V _ cn UP _::_- � -_ W O G- I c -- - - /- / - -- - - O - CB #i6 - - n -- --- \\ I / r I NEW CB# 17 SEE SHT. 3 APPROX. LOCATION OF FIBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY USE EXTREME CAUTION FILL FROM STA 100 +09 TO 100 +24 /.E. 28.01 6 ",V I.E. NOTES: NUTS 1. LOCATE CATCH BASIN #15 SOUTH AND EAST OF EXISTING MANHOLE f/ °� %ao�fo/ P °.•. {,o �F 5 - 12" D S = 0 0% GAS, SEINER, AND UNDERGROUND UTILITIES. As 2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24" CONCRETE TO 19LF 12" USE FU G TIONS NEW TYPE I -L CB #31 5 SCALE: 1"= 10' S -i.o Yo OVER EX. CEN ®E_ INT N EX. RIM -29-.80 29.68 - - -- I.E. ?5. 7 2493 NEW TYPE I CB #35 29.94 - J. GRAPHIC SCALE - - - -- - C SINGS y x -- N €W- CB -#30- - - - -- -- 35 RIM 29.88 I.E.27.66 27.79 d- NEW TYPEI I CB #32 \ rt SHATTUC�C I 9 LF 8 " `;; S = 1.44 Y. TOBIN 349 41 LF-12 DI I- RIM 29:B-- 29.74 - EX. ABANDONED GAS. ION FROM USE 18'. SECTION FROM W LL1- I.E. 27� � 29-T4 '� REMOVE -AS REQ'D CB #35. T0. SOUTH "W -- - -+0 -1 -ao - -- -� 1 - -- - - -- - - -AND-P LUG ENDS 30 OVER EX. 12 w NEW TYPE I IC8 #33 z:; EX. ;12 "W 0 RIM 2933 478 - � I.E. 2739 2648 12-SW _ - _ CONNECT EX. SD 0 ,E• 27.63 i 2" w - r- TO CB O 4 NEW CB #34 - 12 EX. 8 "W- EX. VOID �BETYVEVNEW SD 8 LF - 18" CPEP 25 �° S = . 0 SE EX. 6 "W & EX. GAS W/ ETHAFOAM'` S = t25% 7.00 EX. 12" W EX: GAS EX. ABANDONED 18' S CB 2�T%EEAST ON FROM F - -- 9REOUAL- - - - - -- GAS 0 R ESC. 8 - y�yl �E ''4'•W EX- 6 "W f I I u �a g $fi Zr - 12 55 LF 18" CPEP S = "5% S = 2.767. �R MOVE EX. MH & REPLACE W/ p DO -- - -20-- ----------- ------- - - - - -- - N iN-- 48'- iiP�11- CB --#30- _u-RT)----- REMOVE EX. CB & REPLACE W/ - - - - -- NEW - TYPE -t L CB #34 RI A 30:0Y7 (SOLID LOCKING COVER) 29.97 RIM 2"1- 29.96 o_ EX. 12 "Sg 1.. 243-7- 24" W 24.17 I.E. 34:91 -18" E & W 25.26 I.. -24.-73 -18' E 26.02 12 "NE I.E. 27.25 12" N W 26.35 LLJ F .2-7.90 --1� N P1.7.d Z DATUM ELEV I.. 2577 -18" S 24-77 24,17 0' < eQi r� r°o 107 +00 108 +00 s wp -27 -ail: ,OA 7ZIY DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS 8" W W 18" SO ,CK VOID BETWEEN NEW SD ID EX. SS AND W ILITIES WITH ETHAFOAM APPROVED EQUAL � I 12" SS J , C. of rt 12" -C_I. W FUTURE 24" SD------ -- SEE NOTE 2 i NEW CB #15 SEE SHT. 3 __ AND NOTE 1 THIS DETAIL s ror��y sr c 6 °? ;PLUG ENDS OF ABANDONED M1 I SD PIPES. W/ CONC. $1 PVC23.3 LF -12" co '- CB #18 V _ cn UP _::_- � -_ W O G- I c -- - - /- / - -- - - O - CB #i6 - - n -- --- \\ I / r I NEW CB# 17 SEE SHT. 3 APPROX. LOCATION OF FIBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY USE EXTREME CAUTION FILL FROM STA 100 +09 TO 100 +24 9 9 7 V 4�i DEPARTMENT OF PUBLIC WORKS S /STF q �Z9-W 6 HORZ. SCALE: 1" = 20' S. TOBIN ST. - LAKE AVE. VERT. SCALE: 1" = 5' ExaIRESlone,yf STORM SYSTEM IMPROVEMENT PROJECT .L1 A, -/3u:H r2/" -'99 DESIGNED: SW DATE: 7/12/96 FILE NAME: 6575SRV DRAWN: MAA 0 20 40 60 CHECKED: SCALE: AS SHOWN FIELD BOOK, 629 GRAPHIC SCALE NO. REVISION BY APPR. DATE APPROVED: SHEET: $ OF: 6 I, iY I 0411 mstctahrll.>,� SCANNED MAP 3 0 2000 i EI V1 0 9, 4 �p N uo 3 m "v ^i r � m N V C PER DETe NOTES: NUTS 1. LOCATE CATCH BASIN #15 SOUTH AND EAST OF EXISTING MANHOLE f/ °� %ao�fo/ P °.•. {,o �F AS MUCH AS POSSIBLE TO MAXIMIZE CLEARANCE BETWEEN MH AND sf actu�es shown wP r „ °/ GAS, SEINER, AND UNDERGROUND UTILITIES. As 2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24" CONCRETE TO NORTHEAST WITH PIPE INVERT ELEVATION OF 23.0 (SAME AS IE NEW 24" SOUTH). 1 INTERSECTION DETAIL @ S. TOBIN ST. A LAKE AVE. S. 5 SCALE: 1"= 10' 10 20 30 J. GRAPHIC SCALE (1'�POp WASy�ti `c=+ y x CITY OF RENTON 9 9 7 V 4�i DEPARTMENT OF PUBLIC WORKS S /STF q �Z9-W 6 HORZ. SCALE: 1" = 20' S. TOBIN ST. - LAKE AVE. VERT. SCALE: 1" = 5' ExaIRESlone,yf STORM SYSTEM IMPROVEMENT PROJECT .L1 A, -/3u:H r2/" -'99 DESIGNED: SW DATE: 7/12/96 FILE NAME: 6575SRV DRAWN: MAA 0 20 40 60 CHECKED: SCALE: AS SHOWN FIELD BOOK, 629 GRAPHIC SCALE NO. REVISION BY APPR. DATE APPROVED: SHEET: $ OF: 6 I, iY I 0411 mstctahrll.>,� SCANNED MAP 3 0 2000 i EI V1 0 9, 4 �p N uo 3 m "v ^i r � m N V C