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HomeMy WebLinkAboutS-32980400 N M 1 N 1 a U W N I•,I I. N ------------------------- T -- - -- WELLS AVE N. HORIZONTAL & VERTICAL. CONTROL n IN N �;' i f ------------------------- T------------------------- MONUMENT LQ. o Ilm I j INT. OF N 6TH ST & WELLS AVE N (N FND 4 "X4" CONC MON IN CASE I -0 lie w/1 -1/2" BRASS DISC w /PUNCH MARK 533 WELLS AVEN N = 510599.5770 i 3I^ 3 525WELLSAVEN E= 1629530.1150 i t2 3 3 547 WELLS I NOT.OFENT6TH ST & BURNETT AVE N 523 WELLSAVEN i FIND 4 "X4" GONG MON IN CASE W/ 1 -1/2" BRASS DISC W/ PUNCH MARK: I N ° 806 N 6TH ST i j I i j 523 WELLS AVEN N= 510605.1 020 : N N NEW TYPE l C E = 1628973.1330 % ' REPLACEALL EXISTING ELEVATION = 30.36 : I o SSMH 10347 40 +51.0, 8.1 L RIM o.7 SIDE SEWERS WITHIN THE : I ' 8" S. 20.74 CB 12094 BENCH MARK 124" E. 20.1a _ jALLEY RIGHT -OF -WAY i RIM 30.49 N 24" W. 20.14 6 SW - 28.50 U TOP OF SW BOLT OF TRAFFIC W , I N WITH 6- PVC 4" PVC E. 28,7 SIGNAL BASE AT THE NE QUADRANT kl 3I 3 I o s^ CONIC N. za.7a OF INT. OF PARK AVE N & i • , x W Lij N 6TH ST �` I w: W ELEVATION = 32.37 -7 1 ,• I o �'ty�l ?O i .n N - 3D •' I BOARD FENCE �� - °m - 0o W '1_.�-- o_ Z - - - -- - - - --- _ --_ - _ _ - --_--- - - ' ---- -- - -- - -- - -° '^ .: - --lip- - -- -- - -- - - STA. 40 +00 I _` -'- _ - _- - -- - - r - - - - - INT. OF N 6TH ST &ALLEY I _ - D -__ I B # `i i / NLE'#f - - -- ! INLET #31 - - --' _ - N = 510600.93 " I N � I -T E = 1629393.37 I N ,'{ i II CB 8170 i SSMH 8162--*-"'- - I - I BOARD FENCE Ln I 3 1 3 i a RIM CONIC ! CB 9635 I I - I ro 4' CONC W. 28.30 0e O� •' I I 3 3" IRON S.E. 25.75 G I� 1 ' + • `_ 4' BOARD FENCE 'I 6" CONC E. 27.99 P I I 6" CONC S.W. 25.75 8" S. 26.93 I i _i �. 6" CONC W. 27.98 CB 8164 8" TILE S. 25.75 ^' SDMH 10346 I o I.: CB 9520 : RIM 29.87 8" TILE N. 25.75 ( M N m� I RIM 30.26 CB 9521 1 TWIN 4" ADS 28.20 6" CONC W. 27.88 RIM 29.78 ! 6" CONC E. 27.65 I 8" N.E. 25.72 1 F 4" E. 28.40 I I1 SIGN I CB 163 8" E. 23.65 I I N 1- : "SPEED 10" 6" CONC S. 28.26 : ( RIM 30.08 Q 24" E. 20.93 6" CONC W. 28.51 I L- 24" W. 21.1'7 I:! ' y" (o" I 3 I G w i j i 3I 3 W 540 W14LIAMS AVE N j ( WILLIAMS j 546 WILLIAMS AVEN ! AVEN 30WILL/AMSAVEN j I 524 WILLIAMS AVE N ( I • �*, j I 522 WILLIAMS AVEN SIGN I ` STREET ID' AS -BULL T INFORMATION BASED UPON EXISTING CB NEW TYPE I CB #1 RIM 30.65 STA �'^�'- .s -�-'�T 40 +19.6, 2.3 RT FIELD SURVEY PERFORMED SEP 17, 2008 IE 8 "(NE) 25.72' NEWINLET #2 NEWINLET #3 E a "(E) 23.65' RIM = 39 8±- 30.03 STA 40 +76.3, 3.5 RT STA � , .'rte`, -a.9 R - 42 +04.8, 3.0 RT BY PL S, INC. SIDE SEWERS SHOWN AS IE 24(E) 20.93' IE 12" N & S = z"'A.40 N = 2540 RIM = 90.0 -4 RIM = 29.60 RIM = 99, 64- 29.79 LOCATION OF TEE ONL Y BASED UPON IE 24 "(W) 21.17' = 25.50 1E 12"S = zW-24 -23.9 (E 12"M & 6 - 24-68° 12" N = 25.50 12" S = 25.40 /E 12" N & S = 25.3326.45 TELEVISION INSPECTION. 1E 6 "W-�59 4" SW = 2790 /E 6" W = �9 26.90 40 +00 41 +00 6 "NE =28.60 42 +00 43 +00 .REMOVE .............. . : : : : : .. ........... ........... STA 42 +41.24 ............. _. w . EXISTING SSMH #8162 �- RIM 30.38' - o a: z o IE 3 "(SE) 25.75' Z C z: z z z z a 3: F a REMOVE O J o .0 0 0 o o -' IS o IE 6" SW 25.75' ((� � ....... ..... ...... ....... N... r . I? . F ...p . O L, o �.. off-' ... EXISTING CB : IE 8 "(S) 25.75' 35 a a 'a w a a J - .. ..o a � J a.. _ , ..... . REMOVE ...... IE 8"(N) 25.75' ... ..... ..... ... . ........... .... . 0 o U z o m o 3 3 RIM 30.95 EXISTING CB o��.o zoo oa. oa xN X. 4 "W 28.30. JT.J�J a JU JAY]. ON KN ) RIM 30.08' W xa.x axe x- x az. �.- a : IF 6 "(E) 27.99' : : IE 6 "(W) 28.51' : : : : : : W W ¢¢ W ¢ m. ¢ ao a N. a a E 6 "(W) 27.98' W NOTE: 30 a a a < - - - -- - - -- - - - -- -- - - - -- - - - - ...... - z 30 1. RECONNECT ALL SIDE SEWERS - -- - mm _ - - - 55 LF 187 LF of 12 "CPEP @.0.94% -1 1 56 LF of 0.0% 125 LF of 12" CPEP @ 0.84% REMOVE Exlsnr G s" STORM W Cf. 0 00 00 0 12" CPEP @ 0.x% „ W z _w I �? 25 UZ JS 00 Jx od: Puwz t M" .z.. , . -z Lid xJ o MH #B -1� STA 42 +16.7, 1,8 LT 2 Q . & a REMOVE EXISTING 8" STORM 206 LF of 8' PVC @ 0.:68 /o r �...a ..... E� _:.... �:. 2.0. a NEW 54" TYPE „B„ MH: (') EXISTING :SSMH STA 40 +06.9, 0.7 LT- - _ RIM : =29.94 EXISTING STORM SEWER RIM 30.72 :1 CONNECTS TO 24" W/ TEE? IE 8 "(S) 21.14' RIM = 30.58 IE 8"N= 22.9 _ ELEVATION UNKNOWN? : : IE 24 '(E) 20.14' 19"S 1E 24 "E &W= 20.0: Q lE 8" S 23.. 15 .. .. ... ............: :. .. .... .... .......IE 24 ^(W 20.14' r..-. ,.., ,Y :-�: .`> .- r�..... -... pn S+ _ .............. .. ... ........ ... ...... ....... .... ...... ... ..... ....... . . - --- - -�- - -._.__ lE - 21.6 HORN \ 30 LF of 12 "CPEP 0.5% REMOVE OUTSIDE DROP �Sof W,ys S 3219804 EXPIRES 8/21/09 SCALE Horiz. 1" = 20' Vert. 1" = 5' CITY OF 1 " =20' "ouartw wn lees /,ssi ° MAB RENTON MAB oxe nwx DATUM 1 AS -BU /LT MAB 2 -2009 "« oMC Planning /Building /Public Works Dept. PW QEI "W NO. REVISION BY DATE APPR �""+m: LH APRIL 2009 2008 SANITARY SEWER REPAIRS°° "° PME Alley in the 500 Block between M"o NO: Wells Ave N & Williams Ave N S -4 VM.. 4 Oi:1G 1�215-32� r L{ S - 3 e