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} <br /> m Q <br /> ES F AN D RETAI L EVE RETT � <br /> ..�- <br /> SEC 8-TWN 28 N -RANGE 5 E W.M. �' <br /> z Q <br /> �� � � o �. �� i , � � � 1 f O j <br /> �� \� `� � � I � ' � '` �� CB-6, TYPE 1 SDCO-1, o � � a � <br /> TRENCH DRAIN CLEANOUT <br /> I Pti � � 10+89.28, 51.59 LT � <br /> o � � v <br /> �� � � 'f, F � ,� RIM:425.66 W/1RAFFIC-RATED LID <br /> �, -: I � ' p 11+07.07, 1.59 LT � � ' 1 w � <br /> �� � � . ; o�, IE OUT:423.99 (8 HDPE E) RIM:426.65 INVERT AT WALL=423.52 „ „ � � � p o <br /> %� � RDCO-7, 6 CLEANOUT 7 LF, 6 PVC CURB INLET ' � I � <br /> �( � �';; � - -_._' IE IN:424.16 (6" PVC N) 12+03.63, 74.36 LT OBSERVATION PORT � 56.38% � � <br /> N <br /> +� � ' ' ;; � IE OUT:424.16 (6° PVC E) RIM:425.94 6x4 FlLTERRA = � � 0 2o ao � <br /> (I EXISTING BUILDING » WITH TRAFFIC RATED 12+68.87, 69.98 L � � � - J <br /> � ,;� ' 2 8 L F, 6" P V C IE OUT:424.44 (6 PVC S) L I D (T Y P.) R I M:4 2 4.9 3 � j `� � I/'/! � <br /> `f�;`, � ' HORIZONTAL SCA�E W � <br /> � � ��,;,; � ' ���C�� 6" L E A O U T � � 0.9 8� � C H A M B E R M A X X F L: 4 2 4.3 6 � � J <br /> � '���'� � 65.13, 73.5 LT <br /> � � °� Y�%%�%�'' LF, 6" PV� /� a a �� DETENTION SYSTEM IE OUT:�421.38 (6 �PVC S � � � Q � <br /> � � � � f�;,�� � w M:436. \ CB-7, TYPE 1 1 . � � •.� � . <br /> - ---'i o � ;� �%:' � � I OUT:4 5.39 "P��S _,._.�`��.- ' � .4 , 1.59 LT a �� � . � �l; ,��a. � � � <br /> �-` SEE ARCHI CTURAL 70 LF, 6 PVC � _ � I � <br /> � � I �; ,:%f I I � 22LF TRENCH DRAIN � • <.. � --- � ol '. :,� I I ' � � a a a a a�a <br /> ' %f' PLANS FO I � 1.00� �- -�, �� , �, �, <br /> �°� � 3 „� ;%� �I � I t , �lll -'--� � UNDERGR UND � IE IN:423J 8 A ' :�j" r- " -- - �� 0��.�'� Ij �,� < �l�l 93' r � l ' � t� <br /> � -` -�. � I "`�'' ���I I I I TRENCH DRAIN � IE OUT:423.7 (8 DPE S) � • �� oo ,, , i r, . . , ��' , , . J ' <br /> � � �,`� l� ! I I I RDC , NOUT RIM=425.80 � GARAGE I � / %, ,f:, o - J , ��� � � � <br /> �, ' 1` OBSERVATION PORT � BA S/S O F B EA R/N G S R �3 m <br /> � � ,, 1 +84 23, 7. „ � RDCO-5� , � .� � ;/�fJ -r ( + a ;1' ..... ti, ,� <br /> IE=424.30 CLEANOUT C � '' �� "' � � �2' � <br /> I ,�� � '�� 1 � � 4 7 f� l �, , �"'`�,, ���,�,r ' �._ p a� " W I T H T R A F F I C R A T E D 1 �,�o '••.`�2 <br /> � f � RIM:431. 6 � HDPE _ 11+37.48 3.65 LT I � _ „w,;����� �/; �° s ' �--- .� � � .� I WA. STATE PLANE COORDINATE SYSTEM (NAD83-91) �' �`' p <br /> �� �>F � �� IE IN bUT:42 . 9 6" PVC ' I Oq -RJAd:425 � / � :, +•�.,,�,�r, � � L I D T Y P. l ' �':?_� �°�;J � <br /> �� � ) ��, � ` � , � 1 � N O R T H Z O N E P E R C I T Y O F E V E R E T T (C.O.E.) D E P T. O F y ` „ W. <br /> , � IE IN/0 :42 7 (6 PVC W) � ` o � r r z� •.,� ; :�: o <br /> i I I 1 f �� `I ,, � ;%. a� � / .'� r N: Z <br /> � ,,,�� , , � / � , � PUBLIC WORKS PUBLISHED COORDINATES FOR <br /> ( � / 12 LF, 6" PVC �1.05� � � � <br /> � %`� � ,,, ;, �� � ,,, ,,,, ��°`� 1 i C.O.E. STATION "28 05 E03"; BRASS TACK IN LEAD � '�;.<S ''�,�' <br /> I I � ��� � � , .�� ,,, -� `R i <br /> � „ / �� r _ � \ 1 � � � ��� ���. � �- --';� � �L.. �-- - � � � � PLUG IN TOP OF PIPE 200 FEET EAST OF THE �S��• F' <br /> _ � o R -= s � CL.,Eq�i T; � � � I 6 , 6 PVC � o R 0 6, 6 CLEAI�OUT � � ,;, � � (' � I � INTERSECTION OF EVEREGREEN WAY & MADISON STREET, N� <br /> SEE SHEET C 9, �' � 1 49.39, 4.65 LT � +', � 1 � � � AND „ � <br /> FOR FLEMING STREET STORMWATER `� � �� � �f�-��� ���� � � �% f � o � � � � ' � C/�L � I <br /> � � d�. r/,,f � � � ����� 7 �Y (,; �,. � � w �? RIM:425.93 � /, 1 1 � / C.O.E. STATION 614 44 01 , CASED BRASS PIN IN <br /> AND FRONTAGE PLANS + �/%; � ,, � ; � TRENCH DRAI � I IN/OUT:423.84 (6" PVC W) � �� 'I �� � Jl � � � ' � <br /> � � ; ( �tIM; ,�8 � � LEAD AND CONCRETE NEAR THE INTERSECTION OF <br /> � N <br /> ) � � •- i,,:;I , (6" p {��) ;, , - \ RIM=425.80 � � � � , - If � � 3 � ' � � � Q � PECKS DRIVE & CADY ROAD W � <br /> -- - � � � '� I� 0 428. ` " � �'�': � �` _ �E�424.19 \ RDCO-8, 6 CLEANOUT �" - rrr '� '/ � � � l 1 � 1' _ . � „ - <br /> y' f%° f� , ` � � � � 12+03.63 4.65 LT � _ / 1 � 1 BEARING-N23 02 33 W � Q <br /> � I �� � � ,; s��;�vc ; � 1 � � RiM:4z5.s� � ��' � i` t i� � � � ,�,. �i'� � Z w J <br /> � ..� r <br /> fe <br /> � I ��� ; � I � �;%r,,,;���"� rr.� � 1 iE iN/our:4z�.3o (s� ��'w) � ���� r: � � � � � <br /> , <br /> 3 ���, �r,�,,� , �, ' - � �� '�;,y � 1 1` �j � � � � � � � VERT/CAL DATUM � W <br /> � � �� F` r; , �% �,,�� ,.;;� _ � 1E IN�OUT:423.74�6`�PVC N) , �- �� � �, � 1 � Z _J <br /> P " ' i fr,. �i. . ,.. 's�r > � � o r� <br /> ; <br /> ; f, �I I M ,� "�i ,; ,� � ' � � 4 LF, 6" PVC ' �l / I� f '� j � � NAVD88 PER SNOHOMISH COUNTY PUBLJSHED � - <br /> �� <br /> , <br /> � I ; � I I I � ; ` L '� - _ �� t°a� ` � �� ' � � ' � SNOHOMISH C0. BENCHMARK #R-406• , W LJ.. <br /> `� � � "� ��� �� ���.' �� » `"`�-�},� '� 1.00� oa� � � � <br /> � �,% ; I , s�- ep � -:.,, 58 , � �- � -- - <br /> � �,�, _ � � � y � �� _ _ � � ,�l � ' � FOUND CASED 3 BRASS DISK W/'X IN CONC 0.65 p W O <br /> � �} � � <br /> � f DOWN STAMPED °R-406" MON. 2.5' W OF EAST � �/ <br /> �,� � �l',� � � � _ -� �p -��� � r- --' � � �' �` ►f� � � � � J � � � <br /> `�'� � � � �� � � �� � �°`'� �.-_ - � � � f FLOWLINE OF EVERGREEN WAY OPPOSITE E. END BOX LL <br /> % r�, <br /> I� � �` %� � � ! � I � �C -4, TYPE 1 ``�,%f�//���ir� ;,, , � ;;�� �;�s'- _ - - -____� _.35�LF� .�� �. , ���. �x�� � � � ; � �� � � ' CULVERT ON 12-21-15 � � � <br /> ,�:.<. � �l � � �1�/�, �� f : , , ;, ,,.• �- 4� - - - � �. ,� " -_:�-�=.�.. ��� .. �, �_ � � I o SDMH- TYPE <br /> �� � � � � 5� . , 17.83 RT �� ,,/�� /� ;:-'r '`r ` ``'`'-- .�, i / ' PUB. ELEV=379.10 W <br /> � ��"i ; � f �Ilut:�43�.(�2- - ,%��'%���'� ;,f� - � sD -- � �- � r, -. � -"�'�;�''� l� i � �- l � 54 C�NTROL S�U RE� � � / P 0 S LEV.=379.08 � � <br /> � <br /> � � � . i.��;�� � � �`�%' �� �� '/`frf � - - - �4 R , r� ��� - ,�`�- �r � 12+b9.17, 9,.6�T (G S B E ) W � <br /> • �` � I T 4 3 (8 PVC E) � � � � ,�� l�� � ''�-- ''- 6 . 3'7:6� RI ; , �� � ... r � � / � <br /> �I -�' ,�rr,, z �%i1� � -r�',, � , aL-�-_ , � ,;;�• , f ��'�,,��'�� --� �. RIM: 2-6��6 � <br /> �r�_ o � ��r, �//, / I � Sp ;��ss.;: �,�;; �;F �� i 3 ] �3 i� � � <br /> � � I � �" � 1,`� � � �i .4�5 - „ U� �, . ,� �. �� . � � W <br /> i 3 Z '.�:�,; ; � _ - , / �/ � / � / 1 -4� � .r;�/f'�` ' : „ - � � iE O�JT.417.57� 12 PVCrS � <br /> �� � %f,% � ' � �r- �,,-� , ,, / ''i�'i �- �- - -� i iN:4z�.3� ($�vc w)�' - - - o �� ,� �-;f����;�2 p�rc � � � �-�--� � „, � � � Q <br /> � � <br /> I � ;r,� II ! � ;�' 1 � I I �% ����'`�`� ,', q � � o � -fE :417.5� ( �VC N) PLAN NOTES O <br /> � I � /��i1 � I �r � ` I , �' � a � I 0�1L4�'1.15 (8� PVC E)( � C e � ,� -' 1 f- � 1 <br /> I � W /i , ( ` ' Fl ' ; � � " N � � <br /> � I � 0-4 6" CLEANOUT � � I l�� 1 �e 'i'%%'�`�`�`� ! '; �''�' '' � � , � <br /> � <br /> N � �I ��`` I I �� � �� �11+09.30 3.65 LT � I � J / � C� � `� ��% � '�"' " j� " � • �I � � 1. PIPE ROOF DRAIN CONNECTION TO BMP T5.10C, F- �/1 <br /> a �, <br /> �l \ � , � � � , ,�,,, „ ���,;. ��- -"` � 1- �� v� <br /> I � � , r l � I_._ _ _ _ CB-8, T'�PE 1 � � , � � � 1 ., ,� �,�.� ��r �; ,�; (I I � PERFORATED STUB OUT CONNECTION. TRENCH V <br /> � ,;`!� � I�-- � _ \ RIM:425.95� � , � C-�-- - -� � � - / ' ' � �'% °! �� INSTALL TRENCH DAM OF SHALL BE 20' LONG, 2' WIDE. <br /> � � 11+36.48 2.37 RT T �- - - - �'�' f � 1 � COMPACTED NAl1VE I <br /> l/ _ � 5, TYPE 1 � IE IN/OUT.424.2 �- � / l% ���� � �, i' � <br /> T �� � � � � 10+80.76` 17�,2 RT \ » � � ,�� RIM:425.75 n f , � t <br /> _ � �(6 PVC W, � a �-IN�-42�48 ($ PVC W) c� � , !f, '? / � � � � MATERIAL FOR THE FULL I / 2. CITY INDICATES A CITY-OWNED FACILITY <br /> � � � I ,�� Rtl .�41 .71 � ,�%,.;: ' . � � r � N 1 � ) <br /> � � � � IE IN:423.� (�" WEC-J�f) C� `� �-�4 ; � 2 48 � o � TRENCH DEPTH TO ENSURE PRIVATE INDICATES A PRIVATELY-OWNED <br /> 1 I IE IN:42�3'F8►P �- � � • , � l � ( ) <br /> -?� �.0 LF,I6 P C � IE IN:423.49 8" HDPE N���'--�E�fi /SOLID LID �������#;��, ;, , 50 R�s �' � , /1 I DETENTION FACILITY WATER <br /> I I '" � � � I �� IE OUT:425.00 (8" PVC �� �\ � -� 45 LT � <br /> � � 'r " �1 V -- - \ �-- � �:�°� ( » ) �� S• Rj : , � �� ! 1 r LF, 1 " DOESN'T FLOW THROUGH FACIUTY V � <br /> � I � o ' ;,,'.,'; I� � � �� �� � � � IE-Dl1T:422.48 (8 PVC E) Rllu�.425:88�- -.. � „ -1 I / / �0.5 � PIPE BEDDING MATERIAL <br /> ;,;, , � �, .� � j s n SD ._ _ IE IN:417.50 (1Y PVC N) � � l 11 � � ! � � �,,� <br /> � � � ��;;�J�� �� � I � � � �- - ' , `�-�- _ IE IN:4 .� (8 PVC W) , j� � . � �- <br /> I I 1� %f��i;f".'. \� _ � � „ "J � � <br /> II � i� i� - a�-f- - - � - iE �r: ��o �f�2' w, sw) � � Q��� � ri o <br /> f�,"� \ � I�� � J�I ( � r �E IN=4 4.00�1� NG D�I I�tf�F�k ._ IE OUT: �1 .50 E�1� �� ��� ' � � � � �� <br /> I t- ^- <br /> f � ^ r'�'' ;, � � � � <br /> /,' � I !! `� �� ll/ � ) � � � �� � � �i�!l� o � � 1ll � a� � <br /> . I I �/'�.I � � � � _. � \� I �� �J �SS `�` `~ .� � I ' 1 � L P�ANS) ' - � �0 / !� � � ��I � � `° �r: <br /> �,, , � y � �_- r � (� ss a,. i 1 ll il I � L E G E N 0 � <br /> � �� I � � %��I q � 1 I � � � �+ � l� 1 ll ��� 'ss - - J_ � f 4€� : 7 '�v.� E) � � J 10 ll I '1 1 � � l tl'� V �ts o� <br /> I 3 ;;�„r�; I � �I \ � � � ��! � - -� - _ I � ��-� / �f li _� _ ______ i� ��� � „� � I , � , li � /lr a O v� N .. <br /> L.l.. I 1,�Ci'r'iiir I t ' ! \ � 1f t ,/ , , 1 l�-.._ , <br /> .� � N <br /> O STORMWATER MANHOLE � � � � � <br /> N � <br /> � •� W � � <br /> � TYPE 2 CATCH BASIN � Z � o <br /> � L <br /> � <br /> L <br /> 0 �� <br /> � CLEANOUT U � �L <br /> � .. � <br /> . FLOW ARROW o �� <br /> ti � �, <br /> 430 6" MIN. CLEARANCE . 430 oNo a� <br /> ---- - - - - - - - - - 4° FOOIING DRAIN PIPE (SEE STRUCTURAL PLANS) <br /> �_ PROPOSED GROUND <br /> �F � -_ -_ EXISTING GROUND 6" PVC PROJ.NO DSN.BV: <br /> 8 P�� � 4j �---- SEWER ec ROOF DRAIN COLLECTION SYSTEM (SEE ARCHITECTURAL PLANS) 16153 CMC <br /> � . � � � � � DWN.BY: CHK.BY: . <br /> POWER CONDUIT --"- ---,_ <br /> __________ � STORM DRAIN PIPE DAW CMC <br /> � <br /> � <br /> � � 58 `� 8 � � 4 /� 6" PVC STORM CHAMBER ~ <br /> '3j� ---- TOP= 421.07 � <br /> 34 LF 8 PVC � 0.50� / SEWER W <br /> � a BOTTOM=417.57 <br /> � 10+80.76, 17122 RT 35 LF 8 VP C � 0.50� � � <br /> W <br /> � 420 RIM:429.71 3.09' - 420 <br /> � CB-4, TYPE 1 IE IN:427.03 (8" PVC W) <br /> �' 10+53.23, 17.83 RT IE OUT:425.00 (8" PVC E) 1'71� PLAI�1 APPR�VED W <br /> � RIM:431.02 CB-8, TYPE 1 INLET PIPE <br /> f�t_ o Z3 1 Z � N <br /> jI E O U T:4 2 8.3 3 (8° P V C E) 1 1+3 6.4 8, 2.3 7 R T _ u�c E�-` A E J z w a <br /> �, RIM:425.75 IE=417.57 fE-417.57 � -,____ � o � � <br /> � IE IN:422.48 (8° PVC W) o ERQSION E,UBLIC WORKS �' � <br /> � IE IN:423.48 (6 PVC W) _ g � w <br /> 3 �..�.. <br /> � � n* n WATER DEP.4RTMENT Q IW � <br /> IE IN:423.49 (8 HDPE N) 10 l.F, 12 PVC � 0.00% - W � w <br /> / rt � A PUBIIC V+IOtiKS PERNIi IS /�� . �t � <br /> W IE VUT:422.48 (8 PVC E) REQUIRED FA20R TO STARTIHG 1 r � � W <br /> � � �Z LF� �Z„ PVC � 0.65% � ��ER DRO]ECTN AP ROYAN OR TH S ��� � <br /> � 4 X4 FILTERRA, <br /> .� � 11+69.93, 7.68 RT SDMH-1, TYPE 2 EXISTING CB-4 TYPE 2 48 <br /> � + PRO)ECT Yi CONDI'i'tvPlAL PER Q <br /> TvD 54" CONTROL STRUCTURE 12+76.25� ZO.SO RT TRAfEICy CURRENT CITY ;$iiD RDS AND <br /> � % RIM:425.45 CB-9� 1 irE � C ,1 C (1G _ EXPIRES l0-2.�-Zo�B UNLESS 7 <br /> 1Z'F'V9.�7� 9.60 RT RIM:YZV.JJ _ pERHIT FOR CDNSfRUC7ION MAS <br /> � i IE IN:422.31 (8" PVC W) 12+03.84 0.45 LT L <br /> a� a� " RIM:425.88 RIM:426.10 IE IN:417.50 (12" PVC N) <br /> � � 410 IE OUT:421.1.5 (8 PVC E) IE IN:420.98 8" PVC W IE OUT:417.57 (12" PVC S) 410 �TM E INEER BEEN ED. � <br /> IE OUT:417.57 (12" PVC N) <br /> � �� EXISTING GRADE FINISHED GRADE IE IN:423.26 (6" PVC N) u- <br /> a � AT CENTERLINE AT 11.50 R IE IN=424.00 (4" FOOIING DRAIN N) (n <br /> (SEE STRUCTURAL PLANS) W <br /> � � IE OUT:417.65 (12" PVC E) 13 LF, 12" PVC � 0.52% <br /> r � � . . . . � � DATE: <br /> N w 405 405 C�'.l�L� 4�$ HrC�-�R�� OCTOBER 2017 <br /> � MA/N AL/GNMENT <br /> � � <br /> o � SCALE: � o N N � � ��J J �J�� � � � �J� SCALE A <br /> � B � FOR1' � YO'� � Ir ,�, <br /> � N (� HORIZ. �M-ZO' � O � � � � DRAWING NO. <br /> � o VERT. 1"=4" �-� <br /> N <br /> � / 11 <br /> 8 �F 15 <br /> U <br /> � � <br /> r <br />