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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 ¢ <br /> 1 J � � � <br /> j� I `' i �� I� � _`/j;�-- -__.! ` i ' TYPE 1 SDCO-1, o <br /> r � <br /> !� \Iti � ' �� 10+89.28,51.59 LT TRENCH DRAIN CLEANOUT � ' N ,' � � <br /> � � � RIM:425.66 W/TRAFFlC-RATED LID � � � � <br /> � � -,� <br /> ' 3 I '`� � / <br /> � ! \ / � � � IE OUT:423.99 (8� HDPE E) 11+07.07, 1.59 LT W � <br /> � � o <br /> '� �_ �� � ;} �► ��� ' RIM:426.65 M INVERT AT WALL=423.52 RDCO-7, 6" ClEANOUT 7 LF, 6" PVC ' � , '/ <br /> � �_ f,��� IE IN:424.16 6 PVC N � �38% CURB INLET l ' � � �, <br /> � � �__ , ( � ) 12+03.63, 74.36 LT OBSERVATION PORT 6x4 FILTERRA ? Q <br /> `� � �--� , IE OUT:424.16 (6 PVC E) RIM:425.94 = o � 0 2o ao ►- <br /> � � � � � -<-- ' � EXISTING BUILDING „ WITH TRAFFlC RATED 12+68.87, 69.98 L � � � � '� I//// -" a <br /> ;� t,-�� � � ��=` - `�`--"" � IE OUT:424.44 (6 PVC S) <br /> w <br /> `�` _�'`-_ -� � � �"� ' ' 28 LF, 6' PVC LID (TYP.) RIM:424.93 � � � � <br /> �I � "�' t �� - �i � �-' , � 0.98X CHAI�BERMAXX FL: 424.36 / I j HORIZONTAL SCALE W ,� <br /> r� � / � .� � ��--R�C�-rj, 6" LE OUT ti ) � 1l� � l - , DETENTION SYSTEM IE OUT:421.38 fi /VC S/ � ,` ~ o <br /> � �o� i fi ,; � 65.13, 73.5 � LT `- � . 1 `'----.,. � � �� CB-7 TYPE 1 � ¢' � � � a <br /> t; � , �� _�--�, � ' ,'LF 6 PVC 1 .t o <br /> f � <br /> � � <br /> � ; ��� � �� � I � � __ :436 �,.� �,A ,,___,"__._ �� � 3�.48, 51.59 LT , /t : �,, � t . � � � � <br /> 11� I . � ,- -==�_ <br /> - --%i o `I i _I, OUT:4 5.39 r+�}� �; SEE ARCHI CTURAL 70 LF, 6 PVC = 1 r 1 <br /> � � � , '� I ; 22LF TRENCH DRAfN 1; � � � o,' ,� � � � � a a a a a a a <br /> � _____ . <br /> .o� � 1�� � 'I � ' I '--._.��� IHI `�--� � PLANS F � IE IN:423.7�$�"`� , � 1.00% �, ��l ��� �� /J • � � � t , <br /> , , , <br /> ' � � ;� , ��--- . -. P f I <br /> �, �� - <br /> ' `� � UNDERGR UND / » iJ � ; - � ' , ��� ; � <br /> � <br /> -�- -� ) � �I � � � ;� � TRENCH DRAIN � IE OUT:423J (8 ,�IDPE S)� --�-__ � ; , -.,_ � � � ,, , , � � t L � �� f <br /> _ .; <br /> ROC -�EANOUT-� GARAGE I <br /> -- ' ;� -_� <br /> �� , E " { ' t i � � � ' � � - ' RIM=425.80 � ` - , / �, -�, `'�- �-- f - `~�-='' � �,!` �jf�1 OBSERVATION PORT ,� 112, ,� BA S/S O F S EA R l N G S R �3� � . <br /> � 1 +84 3, 7!3'� IE=424.30 47 F » � RDCO-5, ' CLEANOUT � ,` .� �. ~�- _ � i+ r � T YVITH TRAFFIC RATED , . '� <br /> RIM:431.66 � NDP 11+37.48 13.65 LT I , � ,.r�° �.--;""� �` � l`, � G ; ' �� � � <br /> � ' <br /> . .. <br /> �+ �- -- `�- s� _-�- � � LID (TYP.} ' ' , , �,�� '-. 2 <br /> !' ' t '' ' �� � IE�IN 'bUT:42� 9 6' PVC NV � '�Oq E - -_R�:425 � ( , �...� ` _ � ,l �� WA. STATE PLANE CQORDINATE SYSTEM (NAD83-91) � :�� . ���J R <br /> �`" � ' ` � /I �( , � !E IN/ ;:42 7 (6° PVC W} J ' � � ' � NORTH ZQNE PER CITY OF EVERETT (CA.E.) DEPT. OF d " <br /> ,� �, r � � � / � .,� o '� �.�'� ' PUBLlC WORKS PUBLISHED CQORDlNATES FOR � :� ' �,�s o <br /> � % , � r� _ � / 12 LF,;$" PVC �1.05% f 1 r <br /> �� � 1 _,r�� � ' � C.O.E. STATiON "28 05 E03'; BRASS TACK IN LEAD �'::;ls ''�,� <br /> � � � � � � � , I ,{,/ � \ I ' � I �; `- � � � �' �--� �� � • / �j PIUG IN TOP OF' PIPE 200 FEET EAST OF THE S ' `� <br /> t <br /> SEE SHEET C-9 ' � � � R � �� ��A� � � -- i I 6 , 6 PVC � oa R �0-6, 6 CLEAKOUT � 1 � - , ! � ,`' ,, � I � F INTERSECTION OF EVEREGREEN WAY & MADISON STREET, ��N� <br /> � � �- ��� # 0� a� 1�-49.39, 4.65 lT � �f �. ; � <br /> ; V� 1R FFi�-RAT£ L1D \ I . o ! ! ' � j ( , J / AND <br /> FOR FLEMING STREET STORMWATER ; � - m �n RIM:425.93 C.O.E. STATION 614 44 01 • CASED BRASS PIN IN <br /> � d0 � � I� , � ��f� 65.13 �7. tT . � ��� � l �� ';; l -�,� ,� ' » A <br /> AND FRONTAGE PLANS o ' � � �� � , f,; I;; I , <br /> � + �� � 1 ��; ' � � ��� #tlM:��3�1.18 � ! � \ ,'TRENCH DRAI�' � I�'� IN�OUT:423.84 (6 PVC W) j�� � ;� �,� ; � f��, � I� � � � � LEAD AND CONCRETE NEAR THE INTERSECTION OF <br /> ' , � , � _ (g" p q N� � `�� \ RIM=425.80 �� n `` "-' ' � � " � � (j 1�' " � 1 PECKS DRiYE & CADY ROAD �j <br /> ,� �� � �'� � ' _ - _ '�f�424.19 �'�' � �' RDCO-8, 6" CLEANOUT � ''�� � l ,,�� � . � � W Z <br /> i,` �;�' _ t;. <br /> _ - �; � 1 '' f� Q 428. �,�} � -_ _ � � �' � 12+03.63 4.65 LT � '1' � � �' � � <br /> , 1 _ ( 6; PVG ' r � � / ' �j' �M: � ;,� ' 7�' � � ' � BEARING=N23 02 33 W � Q <br /> � � �s RI 425.9� I t,, �'/ ,� � � l 1' .,,i , ' Z W J . <br /> � � � ; � � �����1 �; • ��� t �f+ �, �. _ �� � iE iN/ouT:423.3a (s" e�Ew) ; � '�;i , ` 1 �� � ;� 4! !� VERTICAL DATUM � d, W <br /> � � � I ' ��--__ � � � � � �;� � _ � _ _ `; �,� IE IN�OUT:423.�4�6'�PVC N) I � ';';� �z��` ��� � i�'' ;' �� (V Z � <br /> � � � NAVD88 PER SNOHOMISH COUNTY PUBLISHED � <br /> � ; � � � --�. � � � _ � � 4 LF, 6" PVC � " �'`� 1 /,� i � 1 �i _ �y � <br /> � � ; `� `� � ��' � � ' B <br /> � � � � ,._ _ '� 1.00� � ;� r � � � r ,�� � � . • <br /> b % ' SNOHOMISH CO ENCHMARK �-406, (n �'L L.L <br /> ; � �;� � _ _ : <br /> , � � � a � f r� <br /> I I} , _` I ' , , ��.., � , 58 , $7% ` � � ' ` � ' •► \��`r l� , - - � ���' _; I i,.� � (� I ' � V FOUND CASED 3"� BRASS DISK W/'X� IN CONC 0.65' W W <br /> ; � " � - � ,� - <br /> ;� <br /> �� ! ; I � � - � .�. : . �� �`` -�p VE � r` JI�1 `'' � Q' ;` DOWN STAMPED R 406 , MON. 2.5 W OF EAST �/ <br /> ,,; � �� <br /> -.e <br /> --�'---� � � _ - -.._ , .� ��'�s�.,,,,.�,,, � _ ' �--___, .���, g ;� - , 71I1f �I rF jV ; FLOWl1NE OF EVERGREEN WAY OPPOSITE E. END BOX (,�, Q LL <br /> -- <br /> , �.. � ; � >'�,.�'� , - :_ , ��,�., � , _ ---_ - � � � - - <br /> ''I I �� 1 '`� �t ) I � c -a, rn�E f �,�;; � � __.__ _ __ ; � -.�_�-- __ � � `�' �� ' `�l o � sQ�H-p, r�E � ' S ; �-- � <br /> � y � -._ _�_� _�___-_- _ � .,- .�% ,� , f; CULVERT ON 12 21 15 <br /> � � � I � � 1 �3, 17.$3 RT � �� � �_�_ - _ .� _�� � ,_� � � . . PUB. ELEV=379.10 W <br /> �� � ;;: 1 , I ( � �-R{k+h-43�.(� ��� �� �;�� �� �'�% , �;';� t � `� - �-- , � - -� � �.. ,.` - - ';� / 54 C4NTROL S�R�RE�t� ,I _ � <br /> _R s <br /> _ <br /> � �'� � _�f ; ; » � �; ;<��// �f;! • "� , - _ � �-�R , -->-_ r� �'� � � - _ -1 ` 1 ,:' ' ( PS OBS ELEV. 379.0 ) <br /> D , <br /> � � _: ._ _� . G 8 <br /> , � ,� � ,� �� 12+69.17 9y60`RT W � 0 <br /> � � I T 3 8 PVC E � �/ , �i," ' '" ----�__ 12 L�' 1'1� PVC �_�-'�� , ' '"' r ' <br /> I� � � o � 4 ( � � �;'�/�%i;j; ; � � � � -=�+s��;-�:s� �I--So _-�._,. �, �� ' �� - � ,�'�3-� ,�i Rit�a2�6 � � �y Z <br /> ;� � Z ; \ f � -- --- - _ � � :��%�,, / ,` ; �iw�a�.�. t-- '�-,- _ p�,_,_ � o.s�x , , too , ., <br /> �, �i/ .i » -r=: ; f � -- -,. p ;� � ,-1E OUT:417.57'(12 'PVC S) W LL <br /> � �1; � I �,< ` :-=� - "�' '' I� IN:42�.31 (8 ;pVC W)� - ,- �-----_..._ � ' Q <br /> o � 48 1,E, 12 P1IC � <br /> � i ; / �.�` � r� � , � �•g•. f ,';` -i � ���� � ;; J � .� ,� -�� -� :417.57 (lI�,�VCr N) �- . <br /> I � 1 � � - -!� - / `'=-.� a f ���,L4a,.15 (8, PVC E�i' � r ��� _ �, � ,t � � ,� � � , PLAN NOTES � O <br /> ' � � �I,� � . �' 1' � I ;;� �� �Q-4, 6" CLEANOUT , ' � �� `- = � `�`� -_.S J _ � ---,��td� � , � r: ;`� . <br /> :�, � , I ,; � ;; � �, 1 C ��` / .� � ; ,� � 1. PIPE ROOF DRAIN CONNECTION TO BMP T5.tOC, ~ � <br /> � �I k f' I ; t � 11+09.30, 3.65 LT � I � ; � �' ` ,�;! f „ PERFORATED STUB OUT CQNNECTION. TRENCH � <br /> � l � �i CB-S, T'YPE 1 , � i � � �� 1 t, �. � s� , ' � ,,, i' <br /> ' � � � �� � � � ��=-- _- =-� _� TYPE 1 �� RIt�:425.95/ / � 11+36.48 2.37 RT ��-- -,�- - - �'.�-� --� s- , � , " � �.� � '<<� INSTALL �TRENCH DAM OF 1 ' ' U <br /> 3 � � � y SHALL BE 20 LONG> 2 1MDE. <br /> �� IE IN/OUT:424.2 � RIM:425.75 C J ' `r' , ' ' �.�'' � COMPACIED NATIVE <br /> ' T�I� -- ��� � ;� � ! > >o+so.� ��. Rr ` s' pvc w, � �`_'- w � � ,'�� �' � � � , <br /> I �- - RII�.,,� .71 � � I � �Irl;-42�.48 (8 PVC W) � � ��_ __. ��� � i ,r; - �; � t;� �IATERIAL FOR THE FULL ` ;� 2. (CITY) INDICATES A CITY-OWNED FACILITY <br /> � � f i �` � I I ? IE IN:42�3'f B:.P , _ \� „ � IE IN:423.4� (6" W/C�f) ` `�-€ B-4, E 2, 48' � i ii o !� TRENCH QEPTH TO ENSURE (PRIVATE} INDICATES A PRIVATELY-OWNED <br /> � � �� f � � �; IE OUT:425.00 (8" PVC ��r;�%' � �D LF,/6 P C p '68�9,�TYPE rt -Y�/SOLID LID • r � DETENTION FACILITY WATER � <br /> � -- l-_ IE IN:423.49 (8 HDPE N) `- +�625 50 R�� �' ' I FACILITY �- <br /> o i � �� � � d _ __ �� r ��;� � .��� �-� . �F8-3-�4,SQ.45 LT Rlid'# � _` ' � 1 LF 1 " DOESN'T FLOW THROUGH V "' <br /> �. �- ,( � � IC�OlL422.48 (8 PVC E) � � _ � � � � <br /> � 3 o s ; � � \� � ��' �J �I r _S� ` RIM:41�.8$-- � .` • � � 0.5 PIPE BEDDING I�ATERIAL. °' <br /> '� A sD _ IE IN:417.50 (1� PVC N) �+ i <br /> I + � i � � `GI �� J _.�_°- �IE IN 4,�.� (8 PVC W) - `� � ! � m a r, <br /> � ^ '� I ir-- < -- - %�Y C�- -, - 4�9- . � � - . N IE fN' #�Os`�0 E�12" W, SW) \ �; s�' � `- r -,, - � � o <br /> � ^ I l � , � I '� j/ II I , � .1�'11��#���6 PVC ) T: -41�50 E�X-1� ', � / , / ' ' � � %� ' �, �c >,� <br /> i � � ' � � i il� � ` � � �E�IN=4 4.00 '�� G D�A1ht�k -� IE OU , _( �S� � r a f� �, � , � �l, � � � . <br /> , ri � � rn� ) o � � �� � <br /> s � � _ �; �;,, i � � ,: � � � <br /> r° <br /> �,� � �� � � I I ,��_ _. � ��� � �� � �s `� __ _;� � i � ;� ��� P�ANS) /,�-�...:, �-ss � � t ` ��� ll�l� I ` � I � � r�t`� LEGEND � ,� � `-° � <br /> � �. ► � I � � ; � � � 1� � � J 11 ��C� ss - _ � � i� � �€���7�6 ;'R�tc� E),";,�� �; � ''� ;t��,f� 1 � � ! r,� U �ts o� <br /> ;� � '; '� � � �' � =��. � �- �_ _ ' ', � . �� � _�� _ _ �l ; " "r'� � � � 1 � l�'�� <br /> i �,� ' � � � �� � � � � i � -..a � r '� J I � � i , � N X <br /> . � �o <br /> O STORMWATER MANHOLE � � � � <br /> N <br /> � •� W � � <br /> ■ TYPE 2 CATCH BASIN �' z �- � <br /> W � a� ° <br /> ovs <br /> • CLEANOUT > v a� <br /> U � �°'c <br /> � M � <br /> < FLOW ARROW o � �• <br /> r� o� <br /> 430 6� MIN. CLEARANCE 430 o a� <br /> ----_._ <br /> ��___ PROPOSED GROUND - - - - - - - - - 4" FOOl1NG DRAiN PIPE (SEE STRUCTURAL PLANS) <br /> � E X IS T I N G G R O U N D 6° PVC PROJ NO OSN.BY: <br /> � 8 P�� � 4� o -� � �- SEWER io ROOF DRAIN COLLECTION SYSTEM (SEE ARCHITECTURAL PLANS) 16153 CMC <br /> � � DWN.BY' CHK BV' <br /> POWER CONDUIT �'- --__ �_ � STORM DRAIN PIPE DAW CMC <br /> � <br /> 3 <br /> 58 <br /> , � � 8 P C � 4 3 /� 6• P�� STORM CHAMBER ~ <br /> �� -` / SEVYER TOP= 421.07 �"- <br /> 00 34 LF 8 PYC � 0.50q BOTT01�=417.57 W <br /> � <br /> �� <br /> � CB-5 TYPE 1 � � a � � � �, �, ���'��� d �/ <br /> � 10+80.76, 17.22 RT 3 5 L F 8 P V C � 0.5 0% � � � `� 5 e <br /> � RI�I:429.71 ' - ,��-�",�, �`' ��Qatro�ao� 20 W <br /> j 420 3.09 <br /> CB-4, TYPE 1 IE IN:427.03 8 PVC W <br /> � 10+53.23, 17.83 RT IE OUT:425.00 A8" PVC E 1•��� rl ,;y �R� ���pa�p��,���e`��ro�� , PLAN APPROVED <br /> � RIM:431.02 ( ) CB-8, :��;°'� ��,;ea�G����'ta��r'�����c'P��° _ \�� �il� fil_ o Z3 / W � � N <br /> � TYPE 1 INLET PIPE <br /> � IE OUT:428.33 (8" PVC E) 11+36.48 2.37 RT ,�^ ����� I �"'o P�" �,r`�a �t���ac�• 2� .>�:=sm��aEs a e J Z Z � <br /> , <br /> � RIM:425.75 IE=417.57 IE=417.57 �`'� �� ,�pt�'t����4`r,�a a�oc �!5��G� �'�e ,�ot ,` .� � p w � <br /> , , <br /> . .� <., � <br /> .._.._._.m.` �. <br /> � IE IN:422.'� �8� PVC W� � oGU., .\���., ^3� t� '� , gG I�`:�.71�A'r`. EROSION � � <br /> '� `' ° 5� PUBLIC WORKS � <br /> � IE IN:423.48 6" PVC W �� �5F'����' �,,° �o��� e .� � _ ; � <br /> o � <br /> � �� � �`�,p,5' ���\ �,a��\���.`� I QetC�` + DEPARTMENT � � � W <br /> o IE IN:423.49 (8 HDPE N� 10 !F 12" PVC � 0.00� �° e a� 5 °v 5a� � wA��- W � 11J w <br /> W IE OUT:422.48 (8" PVC E) � ��r;2�ead�` J � `�- REQUtRED PRtoa To si RTIriG � � � w <br /> , • � e t�` ��=R ,�nr consrRucrcon oro rHts co <br /> � 4 X4 FILTERRA, 12 LF, 12 PVC � 0.657 cn �p» <br /> � J V M H-�� �E Z E X I S T I N G C B-4� �E 2� 'F C 7 ���';� b`1 ,PROIE� TAPCOtiO AITIUNAI PER <br /> 11+69.93 7.68 RT ' Q <br /> '- °- ' 54" CONTROL STRUCTURE 12+76.25, 20.50 RT � d ' (\'/�l, �,�` '`� T�F�� ': ,% cuRnehr c.Tr r�:�o RDS AND <br /> L � `���. � y \ Y ! '� � .,�....___ EXPIRES!o-�.�3-20/B UNs.ESS <br /> � RIM:425.45 CB-9, TYPE i �y <br /> �r��J <br /> � � IE IN:422.31 (8" PVC W) 12+03.84, 0.45 LT 12+69.17 9.60 RT RIM:426.95 � .:E, .� � � z <br /> r - �.� „�--� :�'' ��� PERMIT FOR tON57RUCTION NAS <br /> RIM:426.10 !E IN:417.50 (12 PVC N) a <br /> � � " RIM:425.SH � ��\ '`,.-'' CTfY E INEER eEcN SSSU�D. <br /> � � 41 Q IE OUT:421.15 (8 PVC E) » IE OUT:417.57 (12" PVC S) �,���,�`�� 410 Q <br /> IE IN:420.98 (S PVC W) Q ;� <br /> � •� IE IN:423.26 (6" PVC N� IE OUT:417.57 (12" PVC N) � <br /> EXISTING GRADE FlNISHED GRADE <br /> a � AT CENTERLINE AT 11.50 R IE IN=424.00 (4" F0071NG DRAIN N) (n <br /> (SEE STRUCTURAL PLANS) W <br /> � � IE OUT:417.65 (12" PVC E) 13 LF, 12" PVC � 0.529� <br /> � � � <br /> ,,,., J , , °"TE OCTOBER 2017 <br /> � � 405 MA l N A L/G N M E N T 405 ��L �� ����� SCALE AS S H W N <br /> o j SCALE: � � N N � � ������� ��� ��� O <br /> � HORIZ. t"=20' � � � � � � ///��� ///��� <br /> M Q VERT. t w-�� � DRAWING NO. ( �y( . <br /> �'� � � V <br /> � % 8 �F15 <br /> o � <br /> r <br />