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R a Q � o� a � (N � v� J I B� a i i� i i ALIGNMENTS 'B' AND 'D' ARE IDENi1CAL W � � � � n IN THIS AREA (EXCEPT STATION NUMBERS) 0 gr� �' � + 0 �� � 5 � � _ 'A' STA. 2 +44.46, 9.00' RT. o I � F 'B' STA. 15 +41.45, 9.20' RT. I� I..LI '�. STA. LL +3L.L3, L2 iJ t. — J �, �+� 'D' STA. 32 +41.31, 9.76' LT.T M � 1 — 10" TEE (Fl) _ 'B' STA. 13+49.95, 23.58' RT. W W � 3 — 10" G.V. (FLxMJ) F 'D' STA. 34+34.21, 8.28' RT_ W BLOCK rn 1 — 10" TEE (FL) � � ^ 3 — 10" G.V. (FLxMJ) � 'B' STA. 14 +73.26, 23.58' RT. /°� BLOCK — �= 'D' STA. 33 +07.01. 23.58' LT. _ 80.2 LF 10" � Qa N B' STA. 14 +95.39, 1.44' RT. may' � 'D' STA. 32 +84.88, 1.44' LT. - 10" 45' D.I. - CL 52 29.6 LF 10' I a Z ,' � 1 - 10" 45 BEND (MJ) 123.3 LF 10" - D.1. — CL 52 'B' STA_ 12 +43.94, 9.80' RT. BLOCK _ 1 - 10° 45' W � � � BEND (MJ) D.I. - CL 52 BEND (MJ) __ - ,sa ,-� v � BLOC BLOCK O � � rn � " — -� — — � � - - - ----- - - - - -- — � \ F10" - - _ _ 35.1 L G•. � ¢ — — / ,i u n 734.> �F 9 � E.1. - CL. 52 - _ W �a � _ - � _ VC Sao -0813 \ EXISTING GROUND �(/i - � .� \ � PROPOSED GROUND � � a 31.3_ LF 10" - _ -__ - / D.i. - CL.52 � _ ___ � Qa z � -- - - 'B' STA. 12 +69.70, 5.00" RT_ � 216.3 LF 10° 1 - 10'x6° TEE (MJxFL) D.I. - CL 52 � � - 1 - 6° G.V. (FUdAJ)� \ '. W 47.9 LF 10° -- - - - - - - � -- � - � __ 1 - 5 -1 /4° M_V.O_ F.H. ASSY_ \ � �i 14.5 LF 10" D.I. - CL. 52 W � D.I. - CL 52 BLOCK.... fijO � � 'B' STA. 13 +49.95, 5.00' RT. 'B' STA. 12 +16.68, 1249' RT �'c 9° � .� p \ � o 'D' STA. 34+21.34, 16.41' RT_ 1 - 10' 45' !'C \ ` _ BEND (MJ) S� 'B' STA. 10 +04.00, 10 00' RT. y rn•- BLOCK " 90' BEND (MJ) _ 0 9g- \ \_. _ _, 0' RT. o� 'B' STA. z3 +59.95 23.98' LT. B STA. 12+15.98, 1.70' RT. 4 \ \ - _ 1 - -7 i "z1010�TAPP NGNVALVE -� - - - -- _� ,70 o.- BLOCK 7 TALBOT STA. 118 +39.95, 4 0 /� s._ D' STA.- 4 +0585 31:98' RT. (MJzFL) SSMH N0. 4, 48" (FLxMJ) 3 SSMH NO. 3, 48' \ 1 10 SLEEVE (MJ) [� ¢ RIM - 195.10 � \ Z' °- - I.E. - 186.24 RIM = 783 -�' \ 1 - 10" VERT. CROSS (MJ) '.[� ��.. �a I.E = 176.04' � \ BLOCK (SEE CONNECTION �o -. - ..._..... -._ _ _. -..... _ _.. _. -.. _ .... -_ B' STA. 11 +49.36 1348 - -__ -- __.� ..._.___DETAIL SHT_ -30)- - d -I - -- - - - - - -- 'v � c SSMH NO. 2, 48° � �F m � ,., � � '"' `° o o RIM = 173.03 8 pV ; m � = I \E a, � � � � m � m I.E. = 166.03 C S� \ \ \ _ 3 _ _ ,so € DN i5 +00 -. -14 +OG - _ _. - -_. 53 +00 _. -. - _t2 +00 -. _ -.... _. _ _.... -� g� EXIST. 12" PROFILE — ALIGNMENT 'B' _ WATER SCALE: 1" = 20' (F+.). 1" _ „' C`J.) \� __ gg i� 1 - B.O.V. ASSY. _._... - -_ - - -- - -,so i � 'B' STA. 10 +14.61 .d. ALJGNMENTS 'B' AND 'C ARE IDENTICAL o 'TALBOY STA. 118 ±49.84, 14.61' RT. � "' � �'� 'B' STA. 17 +28.49, 23.58' RT. � IN THIS AREA (EXCEPT STATION NUMBERS) N I SSMH NO. 1, 48" ' li � �� 'C' STA. 24 +04.81, 8.28' LT. � RIM — .159:03 ao r �� � "� 1 10" TEE (FL) c+o � I E ,= 150 62 (EXIST.) °' •��- �-. -" 3 - 10' G.V. (FLxMJ) _ -_.. _- - -..__ ---- - - - - -. - - -- __. _.. -- -- _....- - -- - - -- -- ..... - - - -- .- . >.... BLOCK EXISTING GROUND � v~i u~i � q � q ra PROPOSED GROUND 80.2 LF 10 °_ f -- _ -- - - - - _- ... �, _ _ �� — \. \ __ _ - _ _ \ - 'C S1A- �10 °54586END ...._ -__._ - -. � � � ,� � � D.I. CL 52 -- - - ,o +oo B' STA_ 15 +83.45, 221' RT. „ +oo 7' RT. ', — (MJ1 ; i BLOCK � ����� � B' STA. 17 +28.49:, 5.00' RT. a a -. 'C STA. 23 +92.34, 16.41' LT. - BUCK_ 123.3. LF 10° \ � -- 'B' STA. 18 +08.72, 5.00' RT. _ - �- - - - -- -- � D.I. - CL 52 ° _ � -. 0 1 .= 10 "x6" TEE. �.-. � ___ -- -_ _:- _ l� 1- UNIV. FLG. ADAPTEP 'B' STA. 17 +18.49, 24.00' LT. 16 I 1 - 6" G V. rFLxMJ) 'C' STA. 23 +76.45, 32.00' LT. � 5 (F m \I 1 - 5 -1 /4" M.V.O. SSMH N0. 12, 48" _... 8" p�C a F.H. ASSY. RIM = 195.76 SaO,p >3 ( 1 - 10' VERT. CROSS I.E. = 186.64 3 p __ ,ao I {FLxMJxMJxMJ) .B' STA. 16 +05:20, 23.59'- RT. rn 3 - 1G" PLUGS (MJ) 'C' STA. 22 +77.63, 23.59' RT. -- - _ Miw TOP PLUG W /2" TAP _ __._ 1 - 10" 45' _.. '"- +� & 2" PLUG (MJ) BEND (MJ) 22.0 LF 10" �_ 2 - BLOCKS - - - -- BLOCK - D.I. - CL 52 r- '.. 'B' STA. 15 +61.74, 10.20' RT. � � ' 'C STA. 22 +39.18, 11.89' RT. - z 1 - 10 "x6" TEE (MJxFL) N 1 - 6" G.V. (FLxMJ) _ - a �i �0 1 - 5 -1 /4" M.V_O.- _F.H._ASSY_ � r h; � BLOCK ,s +oo z 'A' STA. 2 +19.03, 2.50' LT_ � N1N L. p 1 I DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. � of �I ' Z 'B' STA. 15 +55.60, 14.67' LT. c� 'C' STA. 22 +19.42, 0.57' LT. __ Q 'D' STA. 32 +16;os, 3sT LT. RECOMMENDED ��- e� pE WAS � �� co AUBURN, WASHINGTON 98002 �, HONE: (253) 333 -2200; FAX: (253) 333 -2206 II ENGINEERING- SURVEYING ' m� SSMH No. 11, 4s' � FOR APPR VAL - - - � RIM - ,181.88 Z �O-ZO -oZ ' I E. - ''.174.88 B7 ��y(/ � 0 9F 132 ���, C�S4TY a; ,s +oo o tu/ u 6 2dw 0 L Ff -� �� V SroNn� ��' Q D LAND PLANNING W SGPROFILE 2�ALHGNMENTS B'\ � -. - -... ) _. _. _- _. _ _... _. BY I,,, .,�o�PO�ated I'. � EXPIRCS 9 JAN 2004 ', Z ' wl� 'J% — �� s.�,P No. ".�o " "�Ea s� "EO � oa,EO � sCAnnt�SEP1320021 c`r�. � ;,z�o��r- �- � <,�9so��'r�G., /y� .. � � I ; i& 1 4 � I i I I .., a ciy t.�l: ppia i�� .j e' � , i i`s 4" 9� �L _i. �. r i �, a + _ ';,. ,i. ., a r� �, lc t i �.