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_ � - - -- - � � _ - _ _ _ _ _ __ _ <br /> . <br /> 1 � � � , � <br /> � � , .: <br /> � � � �� <br /> � � � � ; Qo <br /> � � �,� <br /> � ___� - �. �� � <br /> � � <br /> � �� V � � u <br /> � ' , z �o � <br /> � � � N - � ���� <br /> � � � , � W °�� � <br /> 1 . , <br /> � 1 1 - \ <br /> FRENCH DRAIN ADDEDQ2 '���' 20 0 20 MH� � Q 3,� � <br /> 1 '��cti � <br /> ' 1 � y�o � � <br /> I 6 FRENCH DRAIN , SCALE: 1" = 20' � "'+' <br /> ` :�� � �.�� <br /> I ' C9 � <br /> a F .� , NOTES � <br /> � P �. �� ` <br /> �; � 1. SEE SHEEf C1 FOR GENERAL NOTES AND GENERAL STORM, SANITARY <br /> I � �� X � X�� °-���`�� SEWER AND WATER NOTES. <br /> "� A x � 11 ' F ENCH DR,41N�� � � � , <br /> � � 3% � } GRADE AREAS TO DRAIN TO EX SD 2. PROVIDE 3' MIN. COVER OVER WATER LINES UNLESS OTHERWISE SHOWN <br /> I �� � � � �-T � �_ FACILITIES TO BE DEEPER. PROVIDE 2' MIN COVER OVER WATER SERVICE LINES <br /> I ' � ' • _, ' • ` LESS THAN 3" IN DIAMETER. <br /> ' X� �' ' � •• �. .4 � � ,.-� CB TYPE 1 �.�,4 0 1►As$ tS' <br /> O <br /> I �' , � .�, • • .s 1 '�a , ��e <br /> COE STD DWG 402 3. COORDINATE BUILDING SYSTEM CONNECTION LOCATIONS AND INVERT � f� �' <br /> ' � � � � � �, ° a * < ° � + � + � �� � �' ' ° . -° � a , a �;�� ;X RELOCATED OUTSIDE OF FENCE Q2 CATCH BASIN RELOCATED 'w � ' -, �� � <br /> ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO ti o r <br /> �.X � � � > • 3 • • , : _ , ' rr, � AND ADJUSTED TO GRADE CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILITIES. <br /> I I � � a , a ., � -°� a " �� :� : � \ RIM 418.86 7 <br /> I � a � � �� ' ' " IE S 8" SD 415.60 . ORDINATE INSTALLATION OF NEW UTILITIES WITHIN RIGHT-OF-WAY WITH <br /> � I � � -,er� � � 4 CO ,��35163�� <br /> � ' � � � � • � , CITY OF EVERETT. � GISTER .�� <br /> / �" �� h`�� a * v ' I °` ������ \ �'�s1�NAI,�' <br /> f � ` � •: - - - - �= J � � �,�`�f� AREA DRAfN WITH TRAP AND DOWNTURN ELBOW EX FH 5. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRlNKLER <br /> � DOWNSPOUT � "�„ FOR TRASH/RECYCLING AREA � CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL <br /> � CONNECTION (TYP)� I � ° � `� � <br /> . <br /> ' � � FRENCH DRAIN �,,. v �,� . . � � �� � RIM 418.38 DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). <br /> C9 , � ' . M0'��� �� FOOTING DRAIN a ` <br /> � � �Y � CLEANOUT (TYP) : � ' � �Np� '� a • � \ B TYPE 1 6. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL <br /> ' ;' �` ��;, Rk¢ ' � �, �� OE STD DWG 402 PERFORM THE INSTALLATION OF THE UNDERGROUND FIRE SERVICE PIPING <br /> 1 � �. IE 417.9�4 - ELOCATED OUTSIDE OF FENCE <br /> � � � � � A D ADJUST TO GRADE PER THE STATE OF WASHINGTON WAC 212-80-043(2). <br /> a <br /> � '�- , _ ° ` RI 418.72 7. CITY OF EVERETT GIS SHOWS A CAST IN PIACE VAULT, PARTIALLY <br /> � X - q�� ` IE 8" SD 415.60 NOTES 7-9 ADDED a2 <br /> ' � �• � � .s `� j � COMPRISED OF TIMBER. EXTREME CARE SHALL BE TAKEN IN MODIFYING <br /> I : �, � , � �; � � ' ' �' � _ _ _ _ THE STRUCTURE. CONTRACTOR SHALL COORDINATE WITH BRIAN DOOLAN <br /> `; ? �° °� ; r - - - - - ((425) 257-8828, BDoolan�everettwa.gov) ON THE APPROPRIATE METHOD. <br /> � � -�m � , � J a �� ����E���" -_ ��� � �°' � � -1 CONCRETE INLET <br /> ;,�, � �- � � ` � a,a � '�•?� �� . � _ .������ , EXTENTS ESTIMATED FROM COE GIS, SHOWN AS VISUAL AID ONLY. <br /> ► � � 1� � � � � .�s� '� .�. �� ,��� � I COE STD DWG 401 <br /> � � � �: ( " �� .:.�r•. . ``"x.. � <br /> � \ \ , , . � � �, � ► RIM 419.20 <br /> � � a � � ,: �:'��.�.���.�: <br /> s a ` + � � � .�,. .. �, .: � » 8. TAP AND CONNECTIONS SHALL BE DONE BY CITY OF EVERETT WATER <br /> ;� ° �_ • IE W 8 SD 417.08 �-� ti: <br /> I _.�U. I CLEANOUT (TYP � � ;�.� _ � �, �+� „ �� �' I DEPARTMENT CREW AT OWNER/CONTRACTOR'S EXPENSE. SEPARATE <br /> _ '� \ ` ' � � � � � a T � �. �%_ .� __ UTILITY PERMIT PER WATER DEPARTMENT COST ESTIMATES REQUIRED FOR ■� ` <br /> , e + e ' � �..::,::,� : � �� � <br /> � ° � ° � � , f .�.� �.� � ; � .�> � EACH CONNECTION. COORDINATE WITH WATER DEPARTMENT 3-4 WEEKS <br /> ` � � � . '- k � `'��� � ��� � ' � '�• �� � PRIOR TO NEEDING CONNECTION (JIM SPOONER, (425) 257-8827). <br /> �� � � ^ p � �.�, s �O '�°` « Y(�lI �,, OL�D���E� � e n v i r o n m e n t a I <br /> � � <br /> �I '"+ � ` ` ��`` o _ � "�� � , �:�I�ND ` I r� 9. PLACE ALL PIPE BENEATH ROCKERY IN CASING/SLEEVE (TYP) WORKS � <br /> � + <br /> � <br /> .� � � i N��� , I .•N � � M , .. � ��� RADE I � �11 • <br /> / t" ? � �� AflJUST , VALVE�. � Community Design Center <br /> ; ��` ��X� I ` � a � VER T(J G ADE �(" � HIGH CONCREfE CURB AND GUTTER <br /> �� AT DRIVEWAY TO DIVERT RUNOFF TO EX <br /> � / �` � r a F � ADJ `C� GOVER I STORM DRAINAGE FACILITIES 402 15th Avenue East <br /> � � f TO GRADE <br /> ( ' ` � - ELEVATOR PIT � � Seattle,Washington 98112 <br /> .X�°; \ s,�,; ' a� a , �1 - FOOTING DRAIN � ,� "� � 206.329.8300 <br /> �, � � � �y � � . °�. ; � °.� ° a d� IE 415.00 � � � LEGEND 206.329.5494 fax <br /> I - - � �. ` <br /> 'a...._ � a : a Q a, a a A ° . .r� ° d. . � � � I <br /> 1° . n . . .na . I . .� <br /> � � � �a ; a � a � CB TYPE � 13' 8" SD �1 A � 0 CLEANOUT - COE STD DWG 421 <br /> ,� ° <br /> � - - � R I M 4 1 9.2 8 p- � 24" RISER (TYP) � X SANITARY SEWER MANHOLE <br /> � � a � r � <br /> Y` „, a <br /> �-- a a s a 1 a ° ° r IE N 8" 414.09 `i f >�'. ' I <br /> � � �, H 6 .a a� ..Q� e� Q�. . � , r _ _�f _i y p � ��. <br /> ' � � ��. � a - � - i IE E 8 413.99 s: . � I �� Everett <br /> � �.,�# `b...� � +; � �"' , � 'I ° � ,'i�* . o EX 36" WATERLIN TO 54 SDMH • <br /> � ,�.�-�� ' ■ ° 1 i < � � �. �; . � � SD TO REMAIN X • Safe Streets <br /> � = � � : � . <br /> £� � s, � ��a a�`y ° . e ° ° - p FF ELEV. 420.00 2 � s� �� �° . . , •d i o AREA DRAIN <br /> ; �`���� a` '- ? ' � �° CATCH BASIN ADDED � �� � � ' ' �•. �� .`�'.` . a EX SD TO REMAI <br /> �,�,, .:4.;� ,,, a � � Supportive <br /> 4 I " <br /> �' j a � <br /> � �' �4_� I ! �.�-,� � $ a a a o � � � *.�. �� � � x UNDERGROUND DE7'ENTION ENLARGED � CB TYPE-1 H O U S 111 g <br /> � <br /> � a� 4 � � INLET /_ .; '� �� � , � � � 2 n <br /> • �, s -•-- <br /> �� � !'- � RIM 419.20 � ' ` � q �' i � ` ' 4 STORM DRAIN 6200 12th Dr SE <br /> I �'�, ��� ���,w� ' , ` . � � ° ( IE S 8" 416.39 j . �� � -0T � 100'x38'x5. PRECAST 1 - - - STORM DRAIN MAIN Everett, WA 98203 <br /> �1" ,,�- °�-t.� co � °�, - ► � 8 _ ° � $ " t� o \ DETENTION AULT C 10 <br /> �'Y�^ �,°�`f� -� �, �'�A �� < -?° � �, CB TYPE 1 g" SS POC � � � `�'�� I - � - - SANITARY SEWER MAIN <br /> � fi� ;� �; �� ' �, 4, i� RIM 41�9.00 �.; a � � �. ` X - - - - SANITARY SERVICE LINE <br /> � �. � IEN8 416.29 � < < I <br /> I �� ;, �.�..�- _ ., �, I „ � Z� � � _.._.._ , <br /> � IES8 416.19 - I <br /> ��. �; \� � �;� � � ` WATER SERVICE LINE <br /> � CATCH BASI p A�DE'OQ2 � � I FLOW CO ROL STRUCTURE 2 <br /> CB, TYPE 1 � , �`� � `�[6 1 4" DOMESTIC WATER � �� �� � � 0 `�.�.�..�� I PER COE D DWG NO 415, 416 WATER/FIRE MAIN <br /> ��t RIM 420.00 `�6����,�� ' i S E R V I C E P O C � e Q �N C 1 0 <br /> \ n <br /> �t f k$N 8» 4 1 5.8 0 � � 4- �,�� ` $ ` 6 F D C P O C I a �1 y I , i 2 iN 41 .50 �c� P I P E O U T L E T <br /> �` IE�_12 415.70 + s �' ���� FOOTING DRAIN � < � � � � <br /> -� sr � � � y HIGH NCRETE CURB AND GUTTER O� DOWNSPOUT CONNECTION <br /> �` � � •�g , o�� POC I <br /> ' � �° �� � � . <br /> � •-� ° 6" FIRE � �� �� AT DRIV AY TO DIVERT RUNOFF TO EX <br /> a' ,�� "``����F`� \IE 41�38 SERVICE POC ` a �'��� °�� � STORM AGE FACILITIES _ _ _ _ �_ <br /> � , � ��. \ _ � ' � , EMous�x Site Storm Draina e <br /> ��15 �,, :�.�"`�- � � �. \ � -- - -° 1 � � � � ISD CB and Utilit� Plan <br /> Sp MFORW� � +. � .. <br /> � ��� � �,. �• � '�:���•, 12�$ C� 0� � � � ABANDON EX SD <br /> ��,���` � e -•�.a:...� � _� " S g" Sp ` �B IN P E - - - - - - - - - - - - - ' <br /> aa � e <br /> EX CAST IN PLACE VAULT (COE GIS) CONCRETE lNLE7 N��_P_ILPE ADDED ' � ` �' E 5 IE 41 � � ADJUST LID COVER <br /> .. ,; a � ;� a <br /> ADJUST RIM TO GRADE � ,t' � �`" r� ;�%s"'�-- �,.��, � �� � � � T� GRAD IN GUTTER <br /> _ a � <br /> I (SEE NOTE 7) � � � �� �I`M 419.6�� � � � �� �; � . n >. � v� �� I AOID C B - - - - - - - - - - - - - <br /> � , � <br /> �,�' a '�� ' r <br /> � - � .. , <br /> - <br /> �� � ,;CAT'CH � SJN /�DED 2 8„ 415.25 ��,.� � � � �� �� . � �° s � � �;°� c� � � � . �� ��_ .�,� . . .�� � CA�TCH B SIN WITH - - - - - - - - - - - - - <br /> ' � IE ; 8 �1515��� ,� �� � , '� d;���� . .. o� � BE HIVE RATE <br /> -�� � �� a <br /> - - _ '� �� �'� �} ! �� '� �, � 3 �RIG A� ���� <br /> - _ � � w;�- � °�� , w - � �� < � 4 - - - - - - - - - - - - <br /> � ; <br /> ,+ o Q ,-, � , -- - �: ,�� `' � _ pC }� `� � . * �r � : � 4�I RI „ 1 0 <br /> . � � � _ . <br /> � .. "'o a ..� � s �- - �:_ , '7 -. �, �� ��.� �,� IE � 4 .75 <br /> _. _ �` _ .. <br /> ` < a o a o a ._�- .,nw._ -+� � ,.,, � a ` <br /> _ , <br /> . . . <br /> � , �_ � � ��_ ��� . `� � � a�� , <br /> , ' � <br /> - _ _. __. - - - - - - Y f . � � " �,e ,'' �,� I <br /> - - _ _ _ _ _ _ _ _ _ � ° a ; a� �� � - - _ _ _ _ 4 TWO WESTERNMOST STRUCTURES TO BE - - - - �a� <br /> - - - - 'a"' - .-f4���f18� AND ABANDONED lN PLACE <br /> 26 Januar� 2018 <br /> CONCREfE INLEf B E R K S H I R E D R I VE „ l.oc,�.�To s�t,� -► � ., .�� , � � ° � F�c -- ' ' _ �ermi�CQrr�cti�r�CQn�tructio2s�t <br /> 48 CB TYPE 2 WITH SOLID LID �� =�:- ���-�,-_ ' - - - - - - - - � - � j �L� ��� - - - ---- <br /> COE STD DWG 401 - � _. <br /> RIM 392.00 RIM 405.9f '�{E 'p�����C� �'W� ;� � �" - - J � Re�is9r� <br /> FLUSH WITH SIDEWALK � .,. �TRETENTION CELL W/ � � 28 Jul 2017 Bld Permit Submittal <br /> SUMP 388.92 � � ��tR.L���'R�fS•(�Q�D� : `- �' JDERDRAW AND LINER - "� � - - � - - - �- - - - - - - <br /> 12" ADJUSTMENT SECTION IE N 6" S D 4 0 1.1 0 � � Y m r4 ORMWATER QUALITY FACILI � � �ELOCATE CATCH BASIN, <br /> FOOTING DRA/N CONNEC�ION UPDATED 2 ���'I L��Jl�sr-A'PE �''(-�N Fd�2 , ��� �t ° I I - - - - - - - - - - <br /> IE E 12" CONC 388.92 ���,N�,,,�, CATCH BASIN ADDED � OORDINATE WORK WITH COE ��� � � S � -' �' ' � � �• M = 416.00 � �YPE 1 RIM TO GUTTER <br /> � - �RS� L''S�A�YE�i�Ho�i,�,� � � FIRE HYDRANT PER � �OE STD DWG 407 1 <br /> _ ��SEP�Q1ZAdd�nsium �1 <br /> ._ COE STD DWG 507 IM 421.24 2 _ ��p�T2Q1 ZAdd�ndum L.� <br /> - - FOOTING DRAIN CONNECTION 4 INCoR,����'�,.;� �,r Ttlt.S P�r'. � � <br /> --_,�_, _ _ _,_.._._. � , � <br /> _.� <br /> _. . -. ,, _. <br /> __._ <br /> -""LOCAIrDIV't�Pf3r��EB� -- „ <br /> AT1QN,.�ERVICE FIRE HYDRANT ASSEMBLY� 3 1fi QCI2Q11 P�rmi�CQt'r�ctiorl� <br /> ___�_ _____ --- <br /> � � �,p �� �01��' AND 3/4" MEfER - - -- _ 5�" E 2 WITH SOLID LID AND CONNECTION TO MA N 4 <br /> � _ , � �� 26 JAL�L2Q1� P�rmi�CQr'r�ctior� <br /> ' ���,L,`�n` S�tN PER COE STD. DWG 501 CONNECT TO»EX 12 �M DRAIN PER OE pER COE WATER DEPT C EW <br /> s�� z � � - - - - - - - - <br /> � ! � �O� 6P� (NOTE 8) STDS EX 12 IE 409.4t � NOTE 8 <br /> �c z�q �r1 f �+n <br /> � �� � i � a��. r <br /> �._� ; � „ � � � 4 C, FH & SERI/!CE RELOCATED <br /> � + `�- `"�� �'1 � � � � 1�� � 4" WATER SERVICE AND 4" METER 12 IE 410.20 <br /> ' � � � � � � � � ' � � � � � � � "' `''" �` �``�� �� � � � » COORDINATE WORK WITH COE � I , ^ PLAN APPROVED Drawn b <br /> CONNECT TO EXIST. 8 W WITH �T <br /> 8"X STEEL TAPPING SLEEVE PER � � � <br /> �� COE STD. DWG 504 " I � ' ``� � t� �� Checked b P.M. : <br /> 48 TYPE 1 SSMH PER COE STD DW 605A - - - - - - - - - -Y-� - � <br /> (NOTE 8) CONNECT TO EX 8" SANITARY SEWER, 400.6f (E, W) � t' �u c ` u - - _ P� <br /> 6" FIRE SERVICE IE 8" SIDE SEWER 400.77 (N) � � <br /> NA EROSION Checked by�Q_C� <br /> �� COORDINATE WORK WITH COE �2 SEWER S�'RI/lCE LbCATION UPDATED PUBLICWORK.S - - - - - - - - - - <br /> CONNECT TO EXIST. 8 W WITH � � ���-� DEPARTMENT <br /> 8 X6 STEEL TAPPING SLEEVE aTER "" <br /> PER COE STD. DWG 503 � � ��- � Pusc�c wowcs ��wrr :s _ _ _ _ _ _ _ _ _Project No. <br /> (NOTE 8) 2 W,4TER SERI/lCE LOCATION UPDATED I I S WER �Q��D MtIOR TO STARTING - <br /> Q ; o,R"�Ra� oR �is _ _ _ _ _ _ _ _ 16-029A <br /> ORO)ECf IS COHDISIONAL PER <br /> I I I T� C CURRENT DA 5 AND ` <br /> � EXPIltES���NLESS <br /> PERMIT fOR tONSiRl1CTION HAS <br /> ENGINEER BEfN ISSUED. <br /> C6 �� <br /> �� <br />