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I" SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w <br /> m N\M\O N O Q <br /> N N O O, OD Oa N <br /> O C O r'0 <br /> � f <br /> N M <br /> � m <br /> N N� <br /> W y.St <br /> v G <br /> 7 <br /> N <br /> W a <br /> OU ¢ Q Q <br /> UU r E <br /> CD aF w w 3 m m m <br /> M U Q N N N O_ <br /> O w Q t jN <br /> U a. Mr W <br /> O N j W WW> <br /> U z z N W <br /> Li <br /> O F F <br /> r F li U U V <br /> S J J O O O f <br /> 41 Z VI <br /> K j j M M N <br /> EX. CB 8223, EX CB <br /> STA: 97+92.24, 22.32':RT W E o - <br /> 155 .........................................................................RIM=134:51 EX:........... .............:.........:......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............... .........: 155 ? - <br /> IE=131.41:(12" IN E) E <br /> IE=131.41:(12" OUT W) n 'NM a 8 <br /> ADJUST RIM TO GRADE + <br /> ....CB 1. TYPE 2-48": RE= 135.54 <br /> PVI STA:98+50:32 z 50 a m f 2 m <br /> 150 ................................................... W/ SOLID LID............................... ............... ........o S+............�........... 1 a <br /> PVI'ELEV:1'3fi:d2........:' o o F 8,� <br /> ma <br /> STA: 97+56.39, 24.85' RT N . <br /> RIM=134.91 K:97.00 tiy�a Nam. �v <br /> IE=130:42 (12" IN E) ; 75.00' VC p a JI a.J; w c. €v <br /> IE=127.;12 (12" IN SE) roa q^ po «w aw <br /> :.........:. ...IE=130:42..(12".OUT W).. <br /> 145 ........................................ M...................................0 M...rn .................:.........:.........:.........:.........:............. ------.: 145 <br /> . IE=127,12 (12" OUT W) ' +� +� rnv�i' -1-1 �° ... <br /> REMOVC EX. : : : : 00 : EXISTING CL GRADE: °° 3.6 - p 7, wnsH;F9L <br /> a'w rnw mad - _ 2,'�" F` <br /> Gib On <br /> � <br /> GB 1B, TYPE:1 + > <br /> o m JRIM— <br /> OIL..�' ...�w <br /> 140 :.........:. ........ mo . . ..............TO:GRADE. ....-..-..... _ _'.-._..-. L._...�.......__ ___--: _ _ <br /> !1S TE7 <br /> RIM=133.24 RE_ 1s. _..............__.. 140 <br /> IE=129.64 (12" OUT SW) V2 PROP. FLOWLINE:GRADE $ <br /> :REMOVE <br /> :EXISTING aw <br /> 135 ......... ......... ......... ... ..... STORM....:.. ---.-. ......... <br /> ..... ......... ....!..L. .......... . ........ ......... ......... 135 <br /> - <br /> co <br /> L-- 70LF-12 PVC U <br /> _ _ ---- - --- S- % m 4 ---- - J w <br /> 00 <br /> 130 _..._ _�--........ ...................__>__ .--....... ... .___-__- 3B J.... ` 9 TYPE 1:..... ..0.. ST lY 89. .. ........ ........................................................................ 130 H o <br /> 1 a.% u sTr sa+es.10.1 s a ' <br /> IT __ --- - =2.75% W/SOLID LID__----- ---�? RIM-137.87 <br /> Li 9 IE=135.96 (12" S) y <br /> s 34LF�2"-12" -- --- IE=133.78 (12" E) o ; EXISTING SANITARY SEWER V) <br /> 118LF 12" PVC ; ; i ; IE=133.78 (12" S) w w F--- <br /> 125 ; LI...... ......... ........S=0:58%__ _ _ ...... .. ......... ......... .... - ......... ......... ......... ...... 125 Q <br /> _ 11 LF'12"PVC.... <br /> Lu <br /> ----F. RIM=133.48 <br /> , TYPE 2-48" STRUCTURE 10,: : CB 10,:TYPE 1 : : : : : : : : : : W rn j <br /> fEX• E - 7+22.60, 24.58' RT MODULAR WETLAND 2 W SOLID LID W-STA: 96+04.66, 21.40' RT33.48 : 15LF 12" PVC ; SDMH 2 CONTROL (� w120 :...RIM-1.29.72............... ..5=0.82%......... .STRUCTURE.........;.......1..........:..... �4:?..........:....STA.98+86.29,.26.50'.RT.....:.........:.........:.........:.........:.........:.........:.........:.........: 120 Q 0 <br /> :EX. IE=126.27 (12" E)REMOVE :9 '(12":IN'E)REMOVE'''' SDMH, TYPE 2- 72" RIM=138.54 fn 'n <br /> 9 1 (12":IN E) STA: 97+66.13, 36.59 RT IE=13590 (12" N) <br /> E=126.27 (12" E) 9.61 (12";IN NE) RIM=137.34 ; IE=134:20 (12" W) <br /> :EX. IE=126.06 (12" W) 9.61 (12";OUT W)REMOVE6.95 (12";OUT W) ; ; IE=127.:25 (12" NW): <br /> 115 115 <br /> (a O O m (a N N m O as N (aLu <br /> m M as ,a N M cO 7 N p 1 N M u)O <br /> M i+j M Lj c0 u) ^ r^ M O>a0 <br /> UU wU wU' M M ava an <br /> nNo s N aw U ,Vn LJLM M M r2 M M M r2 M 0 <br /> w W W lL <br /> p a <br /> 96+00 97+00 98+00 99+00 100+00 101+00 w Lu <br /> cn <br /> WEST MUKILTEO BLVD PROFILE Q <br /> F m o <br /> a 06 <br /> 3i� = a <br /> o <br /> Q Ix <br /> 0 2.5 5 10 <br /> VERT. VERIFY <br /> tia FAR IS ONE INCH ON ORIGINAL DRAWING. <br /> Scale In Feet o—1" <br /> a 0 10 20 40 IF NOT ONE INCH ON THIS SHEET, <br /> I . HORIZ. <br /> Scale In Feet CA SCALES ACCORDINGLY. <br /> i SCALE: DATE: <br /> AS SHOWN 05/12/23 <br /> rc DESIGNED BY: CHECKED BY: <br /> �W <br /> KDS/TB ACR/SS <br /> PACE PROJECT NO. 21586 <br /> CALL BEFORE <br /> F <br /> YOU D�G811 REV1122-001 SHEET C4•1 <br /> UNDERGROUND RV 1� <br />