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IN THE N.W. 1/4 OF THE S.W. 1/4 OF SECTION 8, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. � � � <br /> LEGEND: �' `� � '� <br /> ov � � <br /> SSMH #3 �f , •%' � t t ` ' '� "� o <br /> STA 15+41 .48 (6.00 RT) �� ;f��` '� � ; %' O1 PROPOSED LOT � � � <br /> RIM=401.17 SSMH #2 `� � t�'� � r���" � °�s I I I <br /> IE=393.17 (8" S) STA 12+13.93 (7.91 RT) 'E ;� ��� �� � � !; � - SD---�► PIPE CONVEYANCE <br /> IE=393.07 (8" E) RIM=374.51 ��`�� , Q / �� 4 Z J Q J <br /> r �� I E=3 6 6.5 1 8" W � l � -� � ` � CATCH BASINS o a � a <br /> IE=393.17 (8 W) „ � � � � � � 1 ��' `� � m � ° <br /> 329 LF 8 SS S=8.08% IE=366.41 (8" E) �� �'� ,�� . � <br /> � . 1 ; : � ;�`'... LOTLINE > m � m .a <br /> .�`�' ,� �s- �„ � e, � <br /> � �fi� � � l ; . . �4 [�', .` '�� ' . � ���`f � � � � c� <br /> , r.> ! ,.�• - (n (!l rn <br /> . :_ \ _'t�` � � ,' � '� �.' - - PROPERTY LINE �o Z �- o <br /> : ..,,� <br /> �� y ,� <br /> �-- - - -- � � i � ' ' � � ; ; � o � `� . I� o � <br /> - -'_ _ --- - �--- - , �.. � <br /> l -:: -� _ .. _---, - �- - _ ; �. �; ' o ,( � € � xxx CONTOUR (PROPOSED) != v - <br /> -� _ � ; -- � _ _ _ F ;� � �- <br /> _ <br /> _ �. ,i I � �� � h <br /> I <br /> � ���.. _ . i �, , � <br /> -- _ ��._ -04 , � ' i ; i , - - --..�: _' _ . � , CONTOUR (EXISTING) <br /> \ <br /> ._ <br /> .� <br /> � �� � �� <br /> � - --- - :- - �.-, ; _ , . <br /> - , � ; <br /> _ <br /> � _ _: : � �� , <br /> � <br /> _ , � <br /> ____ <br /> - -- °: / / � � <br /> � ; � , � y _ , / f � <br /> ; _ - , , <br /> - Y \ <br /> , : _� ,,, ; <br /> , ..,� <br /> � . � <br /> ; ,: . <br /> � F ; <br /> , � � �. , <br /> „ <br /> � � 1� 18 17 � 16 #5 14 13 �2 \_ , , ,'_ __�� / j�' ��,�, . <br /> � .. <br /> � I'�I`� � z <br /> O y � r <br /> . 1 O � r , i � ':.{ t � � ! <br /> 11 � � <br /> _ <br /> � �� � � � � � �� � O � � C� �� O � � � � ,`, �� � � / ��� � .-r� <br /> � � , � . ; , <br /> _ <br /> _� <br /> � ' ' ; � � �� � � ` . � � � , � ��� � ��, �+ m <br /> � . <br /> � � � � , <br /> 2 ' , ' t, <br /> � . , y ,, <br /> , ,a <br /> � <br /> � . . �/ � � : � �, � a: m m <br /> � � �� � � , � <br /> . •. � . II� � . � .�, , � . � � , � '� , ' . �i ; �i � �. - . � � ��R f j ��� .. 5� MAXIMUM IF GREATER m � � C� <br /> f � <br /> . � ` - - - -` - � . �1 .� � ��� � � . � . � � `� i !�`� ` ADD T ONAL SC 0 L AT C � � <br /> - .--:�_ . . ; � �. ,�' '� ' ' : � . .� .. : ' _ -- - B�DG� CONNECTION. _ V � O 11') <br /> � -� -�� � .-.-. ---.��-.�_ .._.„.. .�� ` �� . . � . : � f C9. REOUIRED AT ALL � 3 �L �N � 41 O. � � <br /> ; _ �--� � <br /> ' ETENT N/ / <br /> � , _ <br /> ^ � --- PEN PACE f � o / <br /> �' C,.. � � ::, : ;- --�;� _. -`r����- _ ..... � ��... _... ...,�.. ........ ... ._:.. ..... . . � rJ /� � ''�� ANGLE POINTS OVER 45' _! f0 � U t U d �D lC <br /> r � <br /> � � � �..-_._ � _._ o ,s� � � , � � � <br /> �$ _ <br /> �, �� o � � , � <br /> - <br /> � _ ,r <br /> ...� .. = r ... �i --.._ .- ---„'�`�_------._ � - � �� <br /> � --"�,'� <br /> =.a„ . � p �; � _ <br /> .� .� � I -�'-- $ ' �� � ; _ ,' �,���. <br /> ��� o � , � � �„ .� �� _..._ ,� €t �� ���� � �.� <br /> � rs <br /> , <br /> � a 6f00 �_ � c� _�-_-� � _ ,��..,a, � <br /> _ . <br /> , . ; fs <br /> s ._ .r. <br /> F , u: ���.Y � s <br /> � <br /> --�- ,.^ <br /> .,..�,,,c.. <br /> ; <br /> _ � �. ,�� - . .� b.� y <br /> ` . � . ,: N .,. <br /> � . <br /> � � <br /> ��+a � , <br /> ,�. <br /> . f� - � ...._ „ .._ _ . , <br /> _ _ <br /> _ �_ <br /> , <br /> = E3 ���,_��. <br /> _- __ �.,g _ � <br /> - -� 3= „r� " � ,..� - a) <br /> : <br /> ..< , <br /> ' � ..... � - _. �`.�."'"_� -�- � <br /> �� ..,. �� <br /> ; . :_ <br /> _ <, ;�,w. Q � � .� , <br /> � � <br /> _��... - �„ . "" <br /> � .i <r �_._: _„_ , <br /> � <br /> � <br /> , _-._ � ; „ �»�'�s. ; _ �- �.. - d r <br /> � � <br /> � ' <br /> � �� <br /> � � � <br /> �. sf. _ ..._ , - ' '; .. � S <br /> �� <br /> „ , �, - . ; �.�- ., -�- � --_�- � ----� __ � �- ,fi3��� ��.... _: _ _.__.��,.�,_,..,,._•�t;,; � � - i �_ % H #� _ , o <br /> -- ,_�� <br /> 70 LF 8 SS S=2.91% � �`. ���"-� � � �-�� �_ , --� -- -� _ -� t��� ��. � r",� � � � -- -� �� STA 10+62.62 (6.00 RT) � ° � z <br /> . <br /> � �� <br /> � ,� - � > f ,�b �.� �.. _�..� � � . . .._ � � � � _ $ GENERAL NOTES: � <br /> �� <br /> � <br /> ., .,__ �_ tn <br /> 4� <br /> - .�; . _ j i <br /> , ; o ni d <br /> RIM 3571 0 <br /> ' 20 � 3�` � ._ � -� �. ,S /��; _ p • � <br /> , � � � � -. � ' �LL�I i " ' � � °"�j � i;� '` � / - .�IE-347.79 (O,� S) 1� SEE SECTION 7 OF STANDARD SPECIFICATIONS �II •p d � O <br /> ,� � ! ; . , ._ � ��; r� ; � �, , �_. ' . � . - <br /> � <br /> �� <br /> � � :, _ <br /> "� ��- '"�",�:'- �� `�- �� �7 �+ pn FOR ROADS; BRIDGE AND MUNICIPAL � BUILDING � Z � N d <br /> � <br /> , � <br /> � � v � � �- �. - ' � � '"�i�,;, . a� ..� .. \�4R�""•�, ... t� / � . �:.��(E�34/.V9 U E CONSTRUCTION WSDOT/APWA AND CITY SPECIAL � <br /> z =. ,:� �;��� _ / �. _ , � � ) � <br /> , : - I � , - <br /> -� ...�\ � � / t�-.�. �' �_ _ _ 1 � / n PROVISIONS SECTION 7-18 FOR DETAILS AND X -(� <br /> � ' 21 v� � �� °� I 2g O O ` -: }� x� =� IE=347.79 �� W) REOUIREMENTS ON LATERALS. a v, <br /> -- ' ' `=� 29 30 '" 3� 32 ` 33 Z ZC 152 LF 8" SS J _. � �.,_ �. � � � 1 0 �E � �' <br /> � . � , '� J4 35 37 �._ �` ��"`'�- �, .�`�� ! t{�� 2. ALL C.O.'S ON PRIVATE PROPERTY ARE TO BE a � � <br /> r � �. � �" � i `�V r� o� j-�., � � ADJUSTED TO GRADE IF IN PAVED AREAS PER - N � <br /> --� -- -- -� � <br /> ' ..,;,- ' � �� S��L.2�/O � .,,,,� : . .. �� ,°� � . � �V <br /> . .�. � . � •, . . � �. ; ; � ' . ;. . , «.� .�.'" x > I � �� STD. PLAN j�604. 'S� �/ <br /> _' � _ ., ' � �� ' . ��. (y� <br /> �, , .. . . . ` . . <br /> �� <br /> �_ �� �' .: .�j � �� . . ;. ! ,-. i �� „ � : "�� . . .� � ��,� ;1....� �� �Q -� �, �� _ 3. C.O.'S ARE TO BE CONSTRUCTED WITH WYES V � � �d' � <br /> . . . .. , :. ...,.�..1,y X .,. ' , . . ', � � ; . - . � .,.. . ' . ._ . ,,,,� ,:. " �. ,....,,.,/.� . . ... OR SANITARY "T"S (SWEEPS). STRAIGHT "i"S � '� � <br /> � ......_...._>..,� � � <br /> � i O� . ..�,,. -- � ..-.:-- --_ � . � ::, , .. . ' . ARE NOT PERMITTED. INSTAL� C.O . __ � _� O <br /> .. � ., , �Z . E . . ._ " .�_.�___--' - I . - �� . � _� � , NECTION � <br /> J ' . . �-. --__ - _ : - � 3� �� AT B�DG. � m� <br /> 7, ' ' <br /> ; ._ . __. �` .,. <br /> "� � ` - � ` � i� � - 4 4 ALLOWABLE GRADES ARE 27 (1/4"/Fi) 1YPICAL CON � 3 <br /> •..� __ _.-- . - '-_ <br /> - --.. , .: � 4,s... ...4y . . � --'- .-_..-..' : . � ' -r . � � � _\'._ .. , _. . . .. MINIMUM TO 100� MAXIMUM. ALTERNATES -� � � <br /> _ ' 39 <br /> � � FT Fi w <br /> - - -- - ' ------� ". " ^.',., � � ' �. <br /> , � <br /> . . ��a _� � �� ., , � � , ; � . <br /> - 40 'c �; : // <br /> � 24 �-- v� i - <br /> c i � 2� o �, <br /> O ' .` -... ' - O . '` �'` :' j' s �,t 1' ,�_� „. ' �''��.��_ � k §� . i PO NTS,MCHANGES SNR LINE OR TWGRADE SHA� O� <br /> �__ , <br /> � t � <br /> s ����61 <br /> I � .�..1 I . : '. , � �-":;; ,.� ; . .. '�.:��� --- l i � I � r'"'.'/�,/rf'tt''' '`'d'r"��"""��.._ .�. �� �, . .., ..� \.. � � ' � -�) i�. . � SSMH #EX 1 BE MADE WITH APPROVED FITTINGS. ItJ� 4� <br /> . . , . . � '-. �, .... / 4 <br /> � " .;'���. � � '� �� f ' /° � '� ,+''!' r'�Ys�'`��(`�"�-''y �-�✓Y.- : � �-���..,\' � . � � !� / STA 10+22.20 (7.37 RT) 6. NORMALLY ONLY ONE(1) CONNECTION TO THE 3 <br /> ;. .. .. . . . _�... <br /> 2C ; �' / I ' O � T�� i "`Y / ,. ` ` I ; S WER MAIN PER B�DG. IS ALLOWED. TWO - - <br /> } ..� ��� �� ,,.� � .�_, : f , �. / RIM=354.98 <br /> � �, 26 r' � ) �,, � I � s' .r�� ' E <br /> � ` �� � � --- � � j II IUSTRATIVE PURPOSE QNLY• OWN FOR <br /> _ ` � <br /> .' , ., � .� . 3 .. . , f ?�� /: /.�'`�".//r ___ .•�' � �� >�`�J�� � _� ; � _ . �� LINE <br /> ` . ��" +11 vOUTs ARE SH <br /> _.. . ., . . ; . : . ., , ... <br /> _�'~ _ _�__ , � ... � �� , ' ; / I E 340 02 ��.) 2 <br /> . _ (2) DIFFERENT �P, PROPERTY <br /> . <br /> i. _.. � _ ...,, ,,,...r'..-�'%',�..... _ _ r�� <br /> . -- , .f . . ... <br /> _ ._... ._�- . , .. . . . � �. • =^',.'' ^ . j,.. � t <br /> �� . � �� � .. . � �, �� -� � � � ;� � � LF 8" S S- , <br /> � � , _ ` ,� <br /> SSMH 4 _ ,,' m- ' 9�� LF 8�� SS 'S=12.43ro � 40 S -19. <br /> �� --�.. , � J � 00% � <br /> . , . . _ 7� �., � ; � _ O � ? <br /> SEWER MAIN O <br /> # .. .$.,,�, ,�� / � ' �� QQ CONSTRUCTION NOTES: a O <br /> � STA 21+14.49 (27.00 RT} -- �s•; , .�� _ ,.:�, � , SSMH #6 �,_ , / o � - : � <br /> �+ j \ 1. CONNECTION TO SEWER MAIN PER SEC. 7 OF � <br /> j � �,s � � � 4 1 . f PROV�SIONS AND STD DWG �602 � � <br /> RIM=404.7V -�"' � -.J \, ''�"�-���-s�"�� //'y„O �� % ' � � STANDARD S��ECIFICATIONS AND SPECIAL � Ln <br /> �� ,,r ,.�. STA 31+47.97 (7.95 RT) O � / / � <br /> IE=395.84 8" N -' '=--�-- r .� •�- ' ° <br /> � � � ��.�-�'"�,,.'"�--...,.,��„��.,,, � .�"'� •'�f/�. RIM=378.94 ��,'- ��" / 2. INSTALL 6" MINIMUM PIPE SIZE IN R.O.W. � C <br /> � w <br /> ' . r ,. . . . . .W. `^ � . ,^ . <br /> :� : ''; .. .' .. �.`...� •:-..�e.°'��e"" +.✓"---.."", ;,,`'�,�....`�' .d.... _�...^'��,..%��j ��� �E�37�.94 ("'� S/ , � � v' �., �� f � 3. INSTALL 6 C.O. PER STD PIAN #604. +- N � <br /> _-. . _ '_ <br /> ��e ' -. ,�����`� ��'""""�...��__, � �,.....�-�����. � �� � - .84 (H E> _ � � ,` - � � 4. PRIVATE SIDE SEWER PIPE DIAMEfER: N � <br /> -�r_�� � �..� _:�.�. .� �.�;�`= '� �'' I E 370 " a:� <br /> ; ; <br /> _ �. _.� a� <br /> - , �.�F.I�„ ,---. - '^--•--.,�. �'��.���„`��.,,_ ^+x„�e.���.��`• .. . . _ .�. .' `.�--,�._ / . r� „ p/ 4" MINIMUM FOR SINGLE FAMILY � �n <br /> L <br /> ; , i � <br /> / ' .����..,�.i ---- --. --... < ,:_.--- ,� p C r <br /> 1 � , ''�`� . �4Y, �� �� .��� `�v, � ��-��-�� N.G.P.A.,OrEN SPACL � � _ {'. � - - 22L LF 8 SS S�S.�H/O 6 MINIMUM FOR ALL OTHER USES, .` � <br /> . 1 .m I -�_ !, t, �\ ""W-_� .� „a.-i'' � � <br /> .. ,� .... . a ~` ... <br /> _.. " <br /> . � <br /> / ! ,l--. . _ �. �, •...,,,,°`",,•. `� �.. ._. ..�.. . � N � <br /> . ._.-� .._._ . , <br /> .- .._. ....- <br /> __. <br /> + E�`'L�`'' � �."`-�`;�-��,;�.�.�,��a,�.�.-c-��:. - ` � � �� �/ �``� � 8/10/2011 � � w <br /> 4 <br /> 4_ <br /> # 4� , �-.. s�.�� �.-• �.- � � f� CITY OF EVERETT Dete: - <br /> �> � .��� � <br /> � �- ___ '� �R �,�-�..��,. -`. --.._ ...� ,� -�=. � _ f � �... --:-, TYPICAL SIDE SEWER � <br /> � n <br /> ;.-- _,.- �° "��� . � <br /> ,4 � <br /> � R �.. �D -..''� `_` ' _ � I o / \'�� �VERETT DEPARTMENTS F)O 1 �+" � � 'n <br /> e a,�'�.- .+,,,395,���. � , _ �. o � �� V �o <br /> . <br /> ..,.._ .�a. , _, s.a LL' 'c <br /> ' _ ;. <br /> S S M H 9 � ���,`�- ---- �.. �. _: , _.�...�� .� c a� ,o <br /> # � � LAYOUTS <br /> i ' . -� , ' ., `� `� __ � � - � <br /> _ -�- <br /> ' . : ` `•.5.... �.. k . ' ` •N <br /> �� � � <br /> STA 38+59.81 3.08 RT ' ' � <br /> 3' <br /> .. , <br /> ) � � ,�� � � ' � <br /> ; <br /> ( � <br /> t , � _ , � � <br /> _ � <br /> � , . _, r _ _ �. , � � <br /> , , . ; <br /> R�M=4�2.3s � � � ��� ���� ;�;� �";'�82 � �r�� :�.:�� X � _ � �� � 30 oa � SANITARY SEWER NOTES ( -3 ) <br /> � � <br /> � � <br /> �� � � a� <br /> � r �� 6 .1 <br /> , <br /> �� � <br /> � .. ' .__" • � �-i �` 4 � <br /> IE=400.88 (8" S) � ��..._ ._ _. _ _. . . . . �� . .::. � � �� %� � � ���..� / `�, .: , � ;�' �o 0 <br /> , <br /> / <br /> R <br /> � � ; 64 : I: =� ; g� ' � �` . 44 �, ,_� ',,_� �` �: / A. ALL WORK AND MATERIALS SHALL CONFORM TOT HE CITY OF EVERETT <br /> � �: <br /> a O ` ��' �� �.� �� � � -� � STANDARDS AND WSDOT/APWWA STANDARD SPECIFICATIONS. ��� � �, <br /> :;A , ° ,. I �- _ � � <br /> s��f6, � � : � ; _ -_ ; _: gp ,F ,,' � ___ 45 ; ��Fk � B. R �� � � <br /> , � � �� <br /> � ,t - - E <br /> , <br /> / <br /> NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COV ED, � . <br /> � "�1° '� ��� � ' � ' �_ � �� ��� � �� � � �� -� - - ���� ` � �` �1� �: CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, �-� � � <br /> � � � ������ ,, ��- .� ' �� ' � _ � ,,/ � <br /> �y� „ � s <br /> � � 4�,� � � � / �'� � � SSMH #5 INSPECTED, AND APPROVED BY THE CITY INSPECTOR. � ��' � � <br /> . ,� <br /> ��_ <br /> �� � �� ��� � � ��I Q ���� t� f� � I :�,� � �, ��� �`� �� � � ., �� � ,� � � , <br /> - - . - _ r ;, , �� � , ". � � / o I STA 30+57.62 (6.12 LT � � <br /> . � ; _ ___,_. � <br /> � ,O `- - -1 F , I 8 Y / �'J� �� � o �Q. RIM=367.39 » C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED - � � � <br /> : , , + l� I �.. 7� ;j � - � �/ ; 4? !� . , �° , � � I E=3 5 9.3 9 8 W F R O M A V A I L A B L E R E C O R D S A N D A R E S H O W N F O R C O N V E N I E N C E. T H E ' <br /> 63 � -- <br /> _�,:' � � <br /> � <br /> , <br /> 227 LF 8" SS S=1.00� � ; ' ' ; � � � __ �� :; �.;:, ��; � �/-, `� , ,�;' . ! `_;,�� . . x; �..., _ ,: .', a?� l / .S , ;j, :� _ � „ � CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIC TION OF <br /> � _ 62 __�. _ -- .� _f_ I ', , ,; , , \ \ � ;. F �48 �� ;: /��'__. � f C� ��. 29 (8 N) N NOT <br /> , IE 359. A <br /> , _p <br /> I ; � ; 6g f ;!.` � �' : ��� ' / `'� �3 J f O� � HOWN. SIF CONF�LICT�IWITH EXG TING UTILITIESIT R SE DURINIGS J o <br /> ' 61 �� 77 � � ` � � /� �� CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS � � <br /> O � � <br /> � 9 � � ,; � �.;�;yu , y � F- <br /> � _ ; f ; ED BY <br /> _ - - _ - � �.: u ,r ,, / ;' ; ; ;,�!� , � , � ���` � ', <br /> , �. , � �� INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROV W <br /> _ <br /> i � � � � � � <br /> z <br /> i i 60 � y � ;� \' � �� � °`� �� t� -�� ' 76 � �.' C�� � "'' � -�� �� - / / �� THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED a � <br /> � I , . <br /> I O I, ; i , � ` �.�, ,: � I ' ;' ; ; � I ,� ,---.. / CONSTRUCTION ON THE PROJECT. � a <br /> 1 , , ' ; �69 i , / - _, SIDE SEWER <br /> ' ��( - - ' � ' � ' 75 �` - __ 50 � � � s� l / LL' � v <br /> � ., � { '.;,. ,� O � / o W .J O <br /> .; . <br /> � ', � � � ; � .. . � -' / � � uN�T LOCATION UNIT LOCATION UNIT LOCATION D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR o Q o"'o <br /> , , ; , ; ; �Q � ; � r ' ,%, ; ;, ;, , ,, _ -= ";_-- �__`, � ! ! � / � � °,� IN EASEMENT MUST BE STAKED BY SURVEY FOR LINE AND GRADE � °' <br /> �a � ' ' \' ' - ' 74 �� �� � � � 1 0+86 2s 2+2s 57 0+41 LL � Q o <br /> :,� � � <br /> �'��� ��� �� � �� 59 ` ��� �� � �'��' �` -- � � PRIOR TO STARTING CONSTRUCTION. _ <br /> � <br /> , � - � ��_ ; � � �� � F- � Y <br /> - � � � _ �.h .� ' /� <br /> o �` <br /> _ � �71� � � � � :� � ' ��_� � �` X ��'�'� 5���� �t/ ,: J �� �� ^�- �� 2 1+18 30 2+23 58 0+46 � � � cv <br /> # � � ' , �, / � � � <br /> -- : _� _., <br /> � <br /> ,�� <br /> � 58 � � s ;l - __ - � � ,��� 73 ' , � =.3 � ' f ,' ✓ ,`,., � ` 1+34 3t t+ss 5s o+76 � a � <br /> O � '`� - , t - _� 5 �, ,_. � � � <br /> 3 ~ � <br /> � '. � � � � �� �` .� � <br /> ,,, ; <br /> w <br /> / ,, r ; <br /> � ', �,�2 3 �+t � ;�� ` � 4 0+17 32 1+59 60 1+00 a' W o j � Q o <br /> b <br /> � � � !�� � 57���� � �\" � �' I ' '" � �`"_ `�f � � � � � 5 0+54 33 1+48 61 1+43 U u� � w �, z U <br /> � O - �-� �,. 1 � <br /> � �__ : <br /> � ' � � \ _ ,,= � �" _ � - � �� %�� �� � � 335 LF 8" SS S=3.42%' <br /> � � ; �- � : ,_- _ �� � ' ;i�.�� � � ; � � 6 0+58 34 ,+,3 62 ,+4s PLANS APPROVED ` <br /> - �,�`���� ��, ��4 , ` <br /> � 56 ; �� 'r 4 --��-� a,.� . . ,� a� r..�. 7 1+O1 35 0+85 63 1+72 � ,G, <br /> � � � ~ _..,.,- � , _ ��- ��•-� .$^ ` <br /> ,... x� , _ �:- 55 � � �z�. <br /> �,..._,,.. � , � � � ` _ �. � S <br /> , ; -�-�` � _ i �' � Z <br /> ' �'�'-"-""� P / � � � $ ?�`� . � 8 1 t 1 6 36 0+80 64 2+23 PU LI�C SERVICES DATE <br /> � I • #--- <br /> i - �� S�'J -F ' ' � 1 I l <br /> _ 5S <br /> , � _ . - = - r_ _ ', f ' � � �- '� . <br /> -_ - , _ _ - - -- _ _ � o � 9 1+56 37 0+42 65 1+99 n � NU.��:C WORKS <br /> �, :_ , <br /> ---- � �_ , � <br /> , <br /> _ �^ <br /> -� �. _ - 3 ,._--- _� -:, ` �- ; ��' - <br /> r �, <br /> ►f EROSI DRA{NAGE )EPARTMENT � <br /> �-- - - � �- , � � � � �f � .,! �` 10 1+6� 38 0+61 66 1+94 �� � pUBUC WORKS PE�.�nrT IS :;Er1�lREDPRIOR a <br /> _ \` � <br /> \ - - _ ; - --_ `� � - � J/ � • �� 2+0� 3J 0+43 G7 �+GZ Cf E 1GINEE� TO .riiARTING ANY ��Ur;cTRUC710N QN THIS <br /> � � PROJECT. A�PROY`Ai. f(iR (NI;, �ii�JECT IS <br /> � � ,` 12 2+� 'rj 40 0+12 68 1+52 CONDITIONAL PER CURRENT STANDARDS � <br /> \ SSM#H % ' , �... ANDEXPIRES�- S-,/�_U�+ ESSPERMIT � <br /> 13 2+'rJH 41 0+28 69 1+02 FOR CONSTRUCTION HAS BEEN ISSUED <br /> \ � � �• tiy � � <br /> STA 36+47.12 (26.03 LT) 199 LF 8" SS � � . �4 2+62 42 o+4s 70 0+77 <br /> o, � RIM=415.50 S=8.06% SSMH #7 �� � � �: i�= t5 2+94 43 0+20 7t 0+72 � � <br /> o \ IE=398.61 (8" N) STA 34+71 .55 (17.74 LT) � �� � � <br /> � n IE=398.51 (8" E) RIM=396.16 j� � . �s 3+22 44 o+s� �2 �+os N � <br /> � � IE=382.48 (8�� W) � � ' ;�.�, t7 0+32 45 o+ss 73 2+s4 (n <br /> � � IE=382.38 (8 N) $ � �s 0+36 46 �+o� 74 2+ss <br /> � % 19 0+62 47 1+06 75 2+42 � � <br /> � � 20 0+38 48 1+47 76 2+35 � � <br /> d � '� 2� 0+77 4s �+s4 �� �+s� 50 0 50 100 � Q <br /> J 22 0+82 so 2+03 �s �+�s 1 "=5 0' A � <br /> � I _ � 2 3 �+�5 s� 2+o s �s 1+4 4 S c a l e F e e t �■i Z <br /> '':? I 24 1+22 52 2+43 80 1+19 � <br /> M <br /> 25 0+00 53 2+48 81 1+12 • � <br /> � � � <br /> � � 26 0+00 54 2+81 82 0+70 • <br /> 0 <br /> 27 1+17 55 2+91 <br /> Q � <br /> `V 2s 2+71 56 0+13 � <br /> � C5 . 0 <br /> � Know what's belOW. <br /> � <br /> � a before you dig. <br /> R:\Projects\287 (Seattle Pacific Homes)\012-14 (Jazwieck)\Dwg\sheets\Construction Docs\AH-ss0l .dwg 34x22 <br />