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HomeMy WebLinkAboutD-220602SE SECTION 18 TOWNSHIP 23 RANGE 5 E 20 0 10 20 40 EMSTING LEGEND �T7SCALE: 1" = 20' LD ADJUST SD. ALIGNMENT TO STA. 9 +85.73 RAINER AVE. DID DAMAGING EXISTING BRICK N. W. 3RD PLACE \11TARY SEWER MANHOLE CENTERLINE OF ROW REMOVE EX. INLET STA. 10 +00 RAINER AVE. = STA. 11 +47.7, 32'RT STA. 20 +00 N.W. 3RD PLACE INSTALL TYPE I CB & 8" SD TO MANHOLE FIELD VERIFY LOCATION +00 w 10 +00� 11+00 - _ 12 +00 CONC. SD oZ POT Hbt�-ED LOCATION OF EXIST 'E C. CONDUIT oZ ✓ 2 CB #1 3 3 TYP 3 CB #51 SEE NOTE 8 \ RAINIER AVE. N 3 (16, E3 -2) CB #10 3 39LF „ -1SL9 T�-LE 12 SD . -\ -- -- -- -- 1- D EASEMENT 2Q ° _ r-.. PROPOSED LEGEND TYPE 1 #7 STA'. +27'.332, T.... ... .. REPLACE RIM = 5 . 4 EX. 6" CONC. 51.1:4 IE 12" (SE) 49. 0 128th F CONC. 2.947 TT 50 .... .. - _ �_ 1 ExlsT. 6'_conlc- CB TYPE I #6 ^� NO? FOUND 45 STA 8 +21, 30.2'RT �: RIM =. 53.73 .............. �.. REPLACE EX. CB 50.20 NEW I.E. 12" (S) 513-7-, 5 ° EX. I.E. 6" CONC. (W) = 51.33 2 - 6 "CONDUITS �2 3 "CONDUITS TYPE II CATCH BASIN I PLUG TYPE I CATCH BASIN 18 "SD STORM PIPE BASIN PROTECTION /5 _ _ 35 40 CATCH STA. MATCHLIINE STA. NOTE 4 it for any purpose. 18 +50 CALL 48 HOURS RIM. -4-20'+ 51.25 U CB #3 JI BEFORE YOU DIG EX. IE. 10" CONC. (NW) =380N. NW IE =35 39 30 S E =41.76 19511; 32 s'Rr I � � 1 -800-424 -5555 I 0 .. I + Q - RIM . _ .. .... ... I DR i - DI "c" orR �� � ., , B TYPE II 54" #3 - z �;TORM _-Ni palra'EC MARK = 2' -6 "DIA, 5' DEEP, CONC. '14�63n�T 6) RAINIER .- S T - C " AVE N FOUR CONC PANEL STA. ��-.- - 19 +09.9, 5.7'R RIM = -54-3 - 51.86 r MATCHLINE STA. EASEMENT RECORDED #9508280393 EX. I.E. 12 CLAY CB TYPE TI 54 5 `I A° 18 +50 8) POWER CONDUITS 24 "WIDE -(N) - F 41.81 FIELD VERIFY TOP =28 ", BOTTOM =52° BELOW GROUND ( ) _ - 4&.4$- 46.33 STA. 9 +40, 30-Rfi 31.7'RT -- NEW IE 12' E �� 41.76. . . 2 - 6 4 "GREY CONDUITS, 3- 2'CONDUITS NEW E.. 18 ". (S). = . f REPLACE .EX..CB- , GRATED. LID IN .CURB. LINE - 2Q...... g) EASEMENT RECORDED RIM = 52.16 INLET CB TYPE: 11 54" # No. Stlob5oso3 (MATCH IE. :OF EXIST. :OF STA. 11 +4 . z.z'RT: STA. 11 +:60 30.2'RT 12" S6A� EX. I.E. 6" CONC. (NW) = 48.71 GRAT 48.00 ) 12" (N) =41.90 m. O CB: TYPE I 10 I b" cork. (s) = o REPLACE: EX. CB CONC 2 CONC 2 \9 EX. I.E. 8" CONC. E = 48.81 # EXIST GRADE { y EX. I.E. 8" CONC. (SW) = 48.96 STA. 11 +21, 30.0'RT RIM = 7.74: OJ ED TO "' EX E 8 PV 40 92 4 C S4N NEW' LE. 12" (S) - �0 46:52 RIM 48.41 ( ) P ieau NEW I.E. 12" (N) _ �8@ 46.65 EXIST GRADE NEW IE. 12" (N) = 43=x4 42.85 EX. I.E. 6" CONC. (E) = 45.57 CB TYPE I #8R ` aL,�"'„zm's� _ PROJECTED TO CE " j S) = 2.8 EX. LE. 18" CONC. = 35.37 STA. 19 +42 11.6' LT EXPIMS W11 -11 NEW OE. 12 4 0 _ CB _------ :_ -_ -- - N IE 8 = 46 NEW IE _ �57`s3 9 = 05060. - 30..5LE NEW " (W 48 _ RREI�PLACE - ... ) NEW I.E. :12" (S) = :4-76 NEW IE. 12" N) 42:4 42.18 50 E _ _ Ex s:T 12„ . / 47.85 2.9012 1 D 1 g ". N.W 5.3 2 - _ _ corv_c C, ASBUILT DRAWING - _ 11.1 LF .8 "STEEL - - ®$% - - - -:- - - - - -- @ 0 _ 0 7?ti .54 %� q0 6' �Oo1 6 NOVEMBER 17, - - - - - _ - - 3.67%& .... ..1995W ems not l m r ere.unch .ar ..... ..... .... - -. ___ :. ..�c� � ere completed Drt 2 45 a ked w ange -188- LF 12" - _ - - - - - ' Z . NEW 18 "(S) w not checked. �3 -6 "CONDUITS 181.9 ASD, @ 8t - - - - -- o 2 -3 "CONDUITS CONIC 2.02% zQ - - 2 EX. 12 Q DATE: March 12, 1995 ..:.... ©. 39L..12 "GONG AT 45BATR OF MIS o� ®1,5 % liaunlSglv&nSSOCIaTESINC DUCT BANK: c-��NOT FOUND 19 +00 40 47:65.. fl...... - ... NOT .FOUND .. . I .... - z. o s2 "a ST (N) Q 176141 BE 3 � O IN_ EXISTING - - PO BOX 516 3 "CONDUIT - - RAINIER : AVE 11 0 � CB : TYPE I #9: MONROE, WA. 98272 -0516 47.00 Y b CONC. PANEL A2 � � _ _ _ C STA 9 +39 :0 6' EX. 8'CVP Phone: (360)794-7811 M o� m 45 50.: - TL 5O S5 LOWERED - 0 RIM . 10150.65RT CAPPED 35 45.... ........ Z .U. G P BELOW PIPE �.. - -.- NEW l E. 12" (N) - -47.@6-47.48 T . 0 BE 10 ±00 NEW I.E. 12" W = x+6-46 -47.45 fly ° oo Pv° (IOU n CB TYPE :1 ( ) 206 of ® o' x ~ 11 +32 32.0'RT 11 +60 INSTALLED ON OLD CONC. BASE. a J �� '�� RIM =48.52 NEW CONC. POURED TO SET CB 40 �� Q.......w - o a Q �'Lq a r : 26.5:.....1..1- - :..... NEW. IE. 8 ". (NE)= 46:54..... '.NO CATCH wn 40 45 45 w _<L1 oc : -2-i- L:F 18 ,,1 1 NOee. : : VON S, . 97. EMSIING C b 18 SD w `a 8" CONC THIS DRAWING HAS BEEN REVISED PER CONSTRUCT /ON RECORDS ?/23/96 fi 5 WAy LF C t Nh% th" ,to f n �t� -� ryr -gam 2 39% - CONC. - - �` : : : This record droNrrng has been. prepared, based upon Information Iumrshed -y the ontrac or r e rs r rmo. ro D' @-i 1 is believed to be :reliable, SvR Design Company cannot be assured of its accuracy, and thus ca�nat be responsib /e For 35 EXISTING_ BRICK. GB _ .. _ _ . _ .. _ : TYPE II 54' _ NOTE 3 - -� _ _ 35 40 1 .g2�. I- _ : 40 ..the- aecurocy of fhls record drawing or for any error or omrssions which -may hove been incorporated into it os a resu /t &CONC. LIJ : Those:re/ying on this record document ore cdvlsed to obtain Independent field verification of its accuracy be`ore applying STA. NOTE 4 it for any purpose. d CALL 48 HOURS RIM. -4-20'+ 51.25 CB #1 CB #3 EX: CB (16, E2 -z) BEFORE YOU DIG EX. IE. 10" CONC. (NW) =380N. NW IE =35 39 30 S E =41.76 19511; 32 s'Rr s c c N r D E N O M P A 1 -800-424 -5555 30 E.X.. !E. 18" CONC, .(N) - .. RIM . _ .. .... ... .. DR EX. IE. 6" CONC. (E) 41.70 NOTES: U 4) ENCOUNTERED 2" TO 5" DIA. COBBLES EX E 12' CONIC. (r rr ; = ds.6 rI +P cg.22 911 tern Avenue: Western oNTmans FROM oM RENTON JDR NEW IE. 18" SE = :3-7-.W 37.72 ( ) 3) PEATY SOILS, WET AROUND CB #3, 2' TO 10' BELOW GROUND, X 8" ,S`:yl = E_ !,8" CC1,C. (S) - 41:12 Suite 302 Z - REMOVED 2 TO 4 FEET BELOW PIPE - 30'+ WIDE TRENDING WEST UP NW' 3RD PL _x, - - "dEVv IE. i8" (Il) _ =a-2" 41.25 - Seattle, WA 98104 1 AS -BUILT FROM SURVEY JDR %F0-410 -?206 : PLACED 2" TO 4" QUARRY SPALLS SEVERE SLUFFING AND PAVEMENT LOSS _ Phone 206.223.0326. ND. REVISION BY 18 17 16 15 14 12 11 1 • 8 , A mig '•C! R14 1 V1 o� 40 r �ro z N Z Q, A I ®! ! I A I I 1 !Y ! ! 1 1 i Al I 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20