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HomeMy WebLinkAboutS-299308^1 pM n1 Gi 3 I W = g� 6 Z G] 0 I? � c E-- /? c� W � d � W � O l� A-. o-•-a W �•e l/, Q � d W U W U� a° 0 ® 3�E a �w CIO � I 'E A \o" c od i I I i x RECOMMENDED FOR APPROVAL BY�pt1Y�� �l �-ZO -o2 -02 BY pvouv `nom 6 24 BY v I \ Z Z 'owI Mw 51 M u_ _ z _ w Z \ a z w 240 _ _ - \ 24o m z \ + a \ M X 'D' STA. 38 +31.67,_3.24' RT. \- G STA. 62 +74.92, 11.51' RT. 1 - 10 "x6" TEE (FL) 1 - 6" G.V. (FLxMJ) \ 'D' STA 37 +22.40, 8.31' LT. 1 - 5 -1/4" M.V.O. F.H. ASSY. ` 1- 22 -1/2' BEND (MJ) M 1 - 10" TEE (FL) \ BLOCK \. - : _ - 33.8. LF 10" 230 Q 30 1 - 10 UNIV. FLG.- ADAPTER _ \ D.I. - CL 52 v~i t - 10 "x4" REDUCER (FL) 174.5 LF 10" D.I. - CL 52 D' STA. 36 +88.73, 4.91' LT. 1 - 4" G.V. (FLxMJ) \ 1 - 10 "x6" TEE (MJxFL) 1 - 10" G.V. (FLxMJ) \ 1 - 6" G.V. (FLxMJ) 2 BLOCKS 'D' STA. 37 +49.02,_.10.14' RT- � 1 - 5 -1 /4° M.V.O. F.H. ASSY. -. -.. _. - ...... SSMH NO. 8, 48' J '00 -. \ BLOCK.. - RIM = 233.11 -B� PROPOSED GROUND I.E. = 226'11 8+ - EXISTING GROUND 10 p "O .. _. _.. -.. _.._. ___.._ - _..__ '2 0 220 0�8 \ 91.8 LF 10" Z D.I. - CL. 52 w z a \ Ja \ 'D' STA. 35 +99.71, 10.42' RT. �X_ \ \ 1- 22-1/2 BEND (MJ) z III \ BLOCK M O \ \ 42.3 LF 10" � 2TO \ -- D.I. - - -GL.- 52 _ \ M ,33+00 \ - -(- 210 o B' STA. 13 +49.95, 23.58' RT. 'D' STA. 6- TEE 38, XIFL) RT. 1 - 10 "x6 TEE MJxFL) D' STAN 34 +34.21, 8.28' RT. 200 _ D' STA. 36+48.47 9.20' RT. 1p \ 1 6" G.V. ( M.V.O. I Q SSMH NO 7, 48" S <F \\ \ 1 - 5 -1 /4" .V.O. F.H. ASSY. - _21.8.01 8" \ - - BLOCK - - s 1 - 10" TEE (FL) RIM p 3 - 10° G.V. (FLxMJ) _ _ _ - I.E. - 207.83 ... -.. _ GCs BLOCK os ' G \ - I B' STA. 14 +73.26, 23.58' RT. \ 'D' STA. 33 +07.01, 23.58' LT. PR LE - ALIGNMENT 'D'oo - - -- - - -- 1 - 10" 45' 'D' STA. 35 +79.48, 0.42' 8"' - - -- -.. x > BEND MJ SCALE- ,,, " 20' (H.), 1' = 5' (v.) SSMH N0. 6, 48° `S>> ( ) 'A' STA 2 +19.03, 2.50' LT_ 00 RIM 208.00 !r -- _ -_ - BLOCK._, __ -19D _ - -., _ -. -. -_ -_ _ -. -- 'B' STA 15 +55 -60, 14.67' LT- �- I.E. 199.33 8+ 123.3 LF 10 D.I. - CL. 52 - - - 'C' STA. 22+19-42, 0.57* LT 'o _ - - - 31.3 LF 10' -b-.1. JCL. 52 47.9 LF 10" D.I. CL 52 - C - 'D' STA. 32 +18 -05, 3.97' LT. - - = o �� _ _ + - _ - SSMH NO. 11, 48" .2 ~ ~ w voi - -... �. - -. -- - - -... RIM = 181.88 Op0 z � + c _ - - -_- --- _- __.�- I -E- = 174.88 _ _M - _. __.� -r... _. _. _..._ __ -_... __ _. ..._ _._. -_ _..._. \ c.. ALIGNMENTS 'A' 'C' AND 'D' ARE IDENTICAL d - - \ IN THIS AREA (EXCEPT STATION NUMBERS) W �a ;� Q �a < v~i 'B' STA. 14 +95.39, 1.44' RT. 190 ? Q 'D' STA. 32 +84.88, 1.44' LT. Q -.. 1 - 10 ".45' \ BEND -(MJ) BLOCK PROPOSED GROUND -, uj o - - \ EXISTING GROUND Q Z \ 'A' STA. 1+52.07, 2 50' LT. 36 +00 o Q B' STA f \ 'C' STA. 21+52.07 2.50' LT. - � 9 V) - - a 13 +59.95. 23.98' LT. - - -- - b' STA. 31 +52.07. 2.50' LT. o ­ 'D' @ �C m --z Ld 34 +05.85, 31.98' RT. -0, SSMH NO. 10, 48" 'A' STA. 0 +16.23, 2.50' LT. a a 2 o SSMH NO. 4, 48" 8 \ RIM = 172-97 'C' STA. 20 +16.23, 2.50' LT. '- z z RIM = 195.10 ptr \ I.E. = 165.33 'D' STA. 30 +16.23, 2.50' LT. \ w I.E. = 186.24 C Sa \ 'TALBOT' STA. 121 +79.33, 16.23' RT. o m Q 'A' STA. 2 +44.46, 9.00' RT. _.. �.7q ?S -_ _ \ \ _....... -. -... -... SSMH . NO. _ 9,. 48,. J I. _ .._ 170 'B' STA. 15 +41.45, 9.20' RT. - RIM = 162.62 a "1 'C' STA. 22 +32.23, 22.13' RT. \ \ I.E. = 155.04 w 'D' STA. 32 +41.31, 9.76' LT. \ 0 1 - 10" TEE (FL) 3 10" G.V. (FLxMJ) BLOCK _ F " 5 z _ Q F>cr ¢ 8 EXIST 12" WATER M ro m H�' O Z 32 00 '60,h� - _... __.. - - . -._._ 160 fn Z 0 N w 0 W 34 +00 2 33+00 T m j +? Z \ 124.9 LF 10" D.I. - CL. 52 i PVC S_n n�nn D' STA. 35 +28.41, 0.13' LT. O z �+ SSMH N0. 5 48" - RIM­-203:05- I.E. = 189.11 Q Q 180 - 4 U) o M° J DALEY- MORROW- POBLETE, INC. , •' U Q 240.3 LF 10" D.I. - CL. 52 v�N 1. i` Q -+ z Qp c��, 9( 726 AUBURN WAY N. [� w- rZ� 1 - B.O.V. ASSY AUBURN, WASHINGTON 98002 D___.. ... mQ� 6. 'A' STA. -0 +05.00, 9.00' RT. QE' <. c� PHONE: (253) 333 -2200; FAX: (253) 333 -2206 . a0 a a 31- +oq`' STA. 19 +95.00, 9.00' RT. M IN THIS AREA (EXCEPT STATION NUMBERS) 'TALBOT' STA. 121 +6801 5.00' LT. - - ` oss /FC3 ENGINEERING SURVEYING. + i 1- 12 "x 0" WET TAPPING TEE (MJxFL) so +0o N 0 D G V) 1 10 TAPPING VALOVE (FLxMJ) �� NA L „1 ALIGNMENTS B' AND D' ARE IDENTICAL E. � � LAND'PLANNIN PROFILE - ALIGNMENT 'D' 1 - 10" SLEEVE (MJ) _� POfOYed ( ). (v) 1 - 10" VERT. CROSS (MJ) EXPIRES 9 JAN 2004 O SCALE: 1" = 20' H. 1 = 5 z w�R .-ai91 _ __ __ BLOCK (SEE CONNECTION DETAIL. SHT. 30) s.a.P.HO.