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<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.
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<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 .��
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<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 � ° � `� �
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<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).
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<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
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<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).
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<br /> �� AT DRIVEWAY TO DIVERT RUNOFF TO EX
<br /> � / �` � r a F � ADJ `C� GOVER I STORM DRAINAGE FACILITIES 402 15th Avenue East
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<br /> ( ' ` � - ELEVATOR PIT � � Seattle,Washington 98112
<br /> .X�°; \ s,�,; ' a� a , �1 - FOOTING DRAIN � ,� "� � 206.329.8300
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<br /> �,�,, .:4.;� ,,, a � � Supportive
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<br /> � �' �4_� I ! �.�-,� � $ a a a o � � � *.�. �� � � x UNDERGROUND DE7'ENTION ENLARGED � CB TYPE-1 H O U S 111 g
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<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
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<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
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<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
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<br /> a' ,�� "``����F`� \IE 41�38 SERVICE POC ` a �'��� °�� � STORM AGE FACILITIES _ _ _ _ �_
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<br /> 26 Januar� 2018
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<br /> 48 CB TYPE 2 WITH SOLID LID �� =�:- ���-�,-_ ' - - - - - - - - � - � j �L� ��� - - - ----
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<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
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<br /> ._ COE STD DWG 507 IM 421.24 2 _ ��p�T2Q1 ZAdd�ndum L.�
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<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.
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