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HomeMy WebLinkAboutS-299312LLJ _ ° RECOMMENDED I O z FOR APPROVAL 0- \ M Y c0 BY Liz I + zI 000 LLJ m w z LLJ BY I 250 - z - - "' Z _ 25c J E- I LL_ ¢ ~' ¢ ✓ um ta, vi a v~i ¢. U G4 � � w No 24G _ -._ _ .. -_._ \ - ___._ - - -... _ _ -. _.. 240 �2 C�7 3 z \ 6 J o \ 0 ¢ 'D'_STA. 38+31 67. 3.24' RT. 'G' STA. 62 +74.92, 11:51' RT. - \ ° rn - 1 - 10 "x6" TEE (FL) r 1 - 6" G.V. (FLxMJ) 'D' STA. 37 +22.40, 8.31' LT. + �, 1- 22 -1/2' BEND (MJ) 1 - 5 -1/4' M.V.O. F.HI ASSY. \ BLOCK 11 Y 230 _ _ 1 _- TO" UNIV. FLG. A(APTE)__ - \ D3'.� -L CL 52 230 1 10'x4" REDUCER FL - �w 174.5 LF 10" D.I. CL. 52 'D' STA. 36 +88173, 4.91' LT. 3 1 4" G.V. FLxMJ '\ 1 - 10'x6" TEE (MJxFL) 1 10" G V. (FLxMJ) \ S T \ _ _ r 1- -9 G V FLxMJ) � .02 1014'. RT. 1 S -1 /4 M.V:O._ F.H. ASSY. _ STA 37 +49 C--) M RIM O 226 $1 T SS BLOCK M � •` \ \ PROPOSED GROUND: EXISTING GROUND C-� O Z m zza SOT \ 91.8 LF 10" 9 H N 55 x p L.� 8T3 \ D.I. - CL 52 w' p, v� � U _ ¢o o L� as a. - \ Q 0_1 W - _' c o \ \ 'D' STA 3 ,99 71 1042' RT. z co as S o,E \ \ BL 22 -1/2' BEND (MJ) a ... . ........ .... _.- - - BLOCK n ....._ .... _...- - - -- °5� M \O \ N; \ 42.3 LF 10" 210 D.I. _ CL. 52 v+i: 210 'D' STA 35+57.38, 10.42' RT. vd EL 38+00 \ 1 - 10 x6" TEE MJxFL) � B' STA. 13 +49.95, 23.58' RT. '0' STA. 34 +34.21, 828' RT. 200 'D' STA. 36+48.47, 9.20' RT. >O S 1n 1 - 6 G.V. (FLxMJ) S 1 - 10" TEE (FL) : SSMH NO 7 48° CF I�' \ 1 - 5-1/4" M.V.O. F:H. ASSY. 3 - 10" G.V. (FLxMJ) ..... - IEIM= 2078.83... 8npliCS \ . \ __...._. ._.._.._..BLOCK BLOCK \O' \ 'B' STA. 14 +73.26, 23.58' RT. ALLOW ENOUGH ROOM' FOR FUTURE CONNECTION 'D' STA. 33 +07.01, 23.58' LT. THROUGH 1.2 "x10" REDUCER (MJxFL). & 1:0" G.V. (FLxMJ) - 10' MIN. PRC ILE. - ALIGNMENTS'IYoQ - -- - - -- - - 1 - 10" 45' _.... - -- 'D' STA. 35 +79:48 0.42' RT. x ` SSMH NO 6 S \ \ ' BEND (MJ) SCALE � = 20' (H.), 1' = 5' (v.)... 48,• 'A' STA. 2 +19.03, 2.50' LT. BLOCK ,z +oc RIM = 208.00 <� � 124.9 LF 10" D.I. - CL. 52 123:3LF10 ° D.I. CL. - -. _ - aea _ - ... B' STA. 15 +55.60, 14.67' LT. I.E. = 199.33 '9" \ - - - -- 31.3 LF 10 "aI. - CL. 52 'C' STA. 22 +19.42, 0.57' LT. AL \ 271 LF 10" D.I. - CL 52 .97 LT SS NO ?11 y \ ST 8:05, 3 S,\ 5T w ,°n -; - -- . RIM = 181.88 0200 J e \ I E. H 174'.88 4 O ~ B; STA. 14 +95.39, 1.44' RT. ALIGNMENTS 'A'( 'C' AND 'D' ARE IDENTICAL _ I I - - -- - z q q q ¢ f IN THIS AREA EXCEPT STATION NUMBERS) 190 .... _. a a a n u 143.5 LF g" D STA. 32 +84.88 @E_ND (45' �} \ \ PVC S= 0.0200 0 a \ so .. BOCK ' 4 __.. o + w w f 'i PROPOSED GROUND D' S +28.41, 0.13' LT. + z \\ ¢ \ EXISTING GROUND �, p p - - -- - - -- RIM H -203.05- 48" IL 13 +59.95, 23 98SLT. _ " \ \ C' STA. 21 +52.07,22.50'LLT. 36 +00 U N I.E. 189.1 N VER_T._CROSS_(MJ) -. - " 1 10 - 0 34 +SSMH N0. D' S48. / PLUGS (MJ) 6> -'D' STA. 31 +52.OT, 2:50' LT. _ m _Z _ o 2 10" ,Q - SSMH NO. 10 48" w a TOP PLUG W 2" TAP AND MJ PLUG <F 'A' STA. 0 +16 23 2.50' LT. a a jp 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. RIM = 172.97 r- z 1 eo 8? \ C' STA. 20 +16 23 2.50' LT. RIM = 195.10 A - I.E. = 165.33 i0 _ 35 +0 x BLOCK !/C \ 'D' STA. 30 +16.23,.2.50' LT. \w� I.E. = 18624 v 03 ¢ m 'A' STA 2 +44.46 900' RT. Q \ 'TALBOT' STA. 121+79.33, 16.23' RT. 170 B' - STA 15 +41.45 9..20' -RT.. .. _ -- - 7425. _ -- - _ ... _ \ : \ _ ..SSMH N0. 9 4B" -i I.... - ... _. 170 C STA 22+32.23, 22.13' RT. \ RIM = 162.82 a D'STA. 32 +41.31, 9.76' LT. \ I.E. = 155.04 1 - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) 1 - 12" SLEEVE, 1 - 12" VERT. CROSS 2 12" PLUGS. i TOP PLUG. z G W 27 TAP AND- _ 1 -TEMP 12" PLUG W/2" TAP &BLOW -OFF ASSY. � a CF _ z BLOCK iv 8" pPG -zoo? ¢ w a S EXIST. 12" ? -- - - � ° _ WATER w a m O - H W O W ~ 32 +00 160 __ -}�.. _ - 160 i (n Z O w f > W 0H2 O W. 34 +00 :2 33 +00 0 in > + Z Z 7 ., o M a° �hn z i c, .0 n i _ ri �b: :D��4 ru FY-AACIRRC]W !'PC1RI RTF INC` ¢ . N w V ¢ °la �...._ .._ B.O. V.ASSY.I.- U 1 ��V \1vWA5lUA. I' 1726. .I.. .. ., ____...�, ..._.. Z¢ p,.,. 1 0 RT. - OF q ` -i AUBURN WAYi N �' AUBURN, WASHINGTON 98002 �i °. A' STA Ot05 00 i19 0 ONE (253) 333 2200, ' FAX. (253) 333 -2206 00 00 ¢ Q 3- C' STA '19+95 00 1119 OOi RT! z II M IN THIS AREA (EXCEPT STATION NUMBERS) TALBOT' STA. 121+68.01 0 5. 0' RT.' o of 9F 132 8 N ALIGNMENTS B' AND D' ARE IDENTICAL 11 1'2 "NAPPING VALVE ( FLxMJ)• -. -� -- -- .c, �S�aNAL 'ENG\ iIl :a D ? L:RIN P1:SURV GNG ¢ 1 12 x12 WET TAPPING TEE MJxFL 0 ENGINEERING - SURVEYI W o P 1 " 20' H. 1 " - 5' v. 1 ERT. SCROSS (MJ) 30 +0o I c aclee ( ). C ) MJ nor Z w �I Ay _49-0-? SCALE: PROFiLE ALIGNMENT 'D' 1 12" v PRES Ile JANIZOO4 a . r. a I� I Il7 lun'a I I ai w � i L 1 II e r 6J lr i �.I . I / il 'i 'I .q . 4 i �I 9 t r tJ ' I [ti ,i II it I u 5 5 rl Ii, C1i 1 'i It I II FIe 1C +1 oEOIII I 1i11f,l1, I i i I I I i Ili I. i i�. �I� � I I 'i•� I C I I.., I' .'I II I II i., 'ill I I _. �I I I ��'. II I I �� � � i :. � I