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<br /> 24 INSTALL WATER GAT`E VALVE PER CITY OF EVERETT STANDARD DRAWlNG 505 w ,•
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<br /> � 3 � � 25 INSTALL SEWER CLEANOUT (SCO) PER CITY OF EVERETf STANDARD DRAWING 644 � ,
<br /> � 0?5
<br /> � � ` INSTALL 2,50Q GALION TRAFFIC RATED GREASE INT�RCEPTOR, JENSEN MODEL JZ2500-EBE-G OR V' :
<br /> � � \ 26 EQUIVALENT z .
<br /> � � �
<br /> � � S 58%6'15" E 200.00' 27 INSTALL 1"WATER METER SERVICE FOR IRR{GATION PURPOSES PER CIT`(OF EVERETI' STD DWG 5Q1 W :
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<br /> ( I - - - \ �e � � 28 WSTALL HDPE SCH 8b WATER SERVICE PIPE {DOMESTlC, IRRIGATION, OR FIRE), SI2E PER PLAN �" �
<br /> V �''
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<br /> " 3 � � � ` � T 29 INSTALL 4" DOUBLE CHECK DETECTOR VALVE(DCDi(}ASSEMBLY PER CITY OF EVERETT 8l'D DWG 515 � �
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<br /> + y s-{- -� - � Z 34 INSTALL 6" PVC SDR 35 SEWER PIPE Z
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<br /> I I "� `\ 31 INSTALL 4"PVC SDR 35 GREASE LINE Q ;
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<br /> � � _' _ �_.-.z__,-a_� -�.�o_- _RT��a. - _a_...�-,_ . , p --.p_�.G-'�-�� -O—G—t- '.- 5�-- �0- "-^^G� '-- � JL WSTALL 1 STANDARD SOV VALVE, VALVE BOX AND EXTENSION PER CiTY OF EVERETT STD DWG 501 O
<br /> `Y_,_R._S__V�6__G——G _f_d_ _I G.__G,_G_5'a'G_. " _'__0_6_G_..6�.G_. _ G.— _ � _. — ' ,
<br /> � '� � � � � 33 INSTALL POST INDICATOR VALVE (PI� Q �
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<br /> ( X � � 34 INSTALL FIRE DEPARTME�17 CONNECTION STANDPIPE (FDC) �
<br /> � �� F � � � Z o
<br /> QS � � � 35 INSTALL DOUBLE CHECK VAI.VE ASSEMBLY(DCVA) PER CITY OF EVERET"f' STD DWG 520 � � N �
<br /> I �) �� \ � NEW 4"TAP ON EXISTING 12° MAlN PROVI�ED BY CiTY OF EVERETT, CONTRACTOR SHALL EXCAVATE, a- � �u Q
<br /> iy �� I E ' \ { �� SHORE, AND RESTORE SURFACES AS REQUIRED BY THE GTY � u Z � �
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<br /> � �, � `, � 1. METERED WATER CONNECTlON PER CITY OF 0 O �}� � Z
<br /> POC � � � � � EVERETT STANDARD PLAN 502 � � � �V p �
<br /> W V 557.47 l �-- - - - r �. W � � v
<br /> ( SEE NOTE 4 I � g� � I � 1 � 2. PRIOR TO SEWER CONSTRUCTION, VERIFY ALL � o � = Q �
<br /> I � � 2 Qa�o /� � '- S E W E R P O I N T O F C O N N E C T I O N (P O C) E L E V A T I O N S X � i n V �
<br /> I—s- s s -�----�-s�-- s s--� I � "� IN THE FIELD. SHOULD THE ELEVATMON BE ABOVE W Q � � o
<br /> 25 SCO � 2"28 SCO 2� � � v� THE VALUE SHOWN ON THE P�ANS, STOP WORK = � a a �
<br /> � OINV 557.5'fg � f I lNV 559,00 � AND CONTACT THE ENGiNEER IMMEDIATE�Y. � a V "'
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<br /> � r Q l�N F C�T T t� � ��'`� / � \ j � 3, MAINTAiN A MINIMUM SEPARATION OF 10' BETWEEN � '
<br /> �j EXISTING 2" WATER 3 � w � �I �- - a � PARALLEL SEWER AND WATER LINES UNLESS O � -
<br /> METER � - �' � EXPLICITLY NOTED OTHERWISE. � s
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<br /> W 3 " � � 4. CONTRACTOR SHALL.VlDEO INSPECT EXISTING �t
<br /> � `� 2�IN O 60.5Q 25 I V 561,50 \ a SEWER P�C TO VERIFY CONDITIONS. VlDEO SHALL � C = 0 �
<br /> �/ N � ,��- 2 7 32 , N � B E S U B M I T T E D T O T H E C I T Y F O R A P P R O V A L P R I O R O � Z h �
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<br /> 3 28 I INV OUT 560.96 26 gCp � aC � w Q O
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<br /> � FG PER PLAN This Record Drawing has been prepared, in part, based p�
<br /> PVC THREADED CAP 2 500 GRLLON � W
<br /> y�' ° on "As-Built" information provided by others.Though � o-
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<br /> � � �i _ the as-built information and this drawing are based on � �
<br /> 7 Q� � �� /�� � the best available information, no presumption should �O � � ,, � :
<br /> E� „ � ' � � e made regar ing the drawing's accuracy. � E= E" M ,;,�
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<br /> �%� Permit Inspector
<br /> � Print Name &T�tle a SHEET NO.
<br /> ��� �SEWER CLEANOUT �2,500 GAI.LQN GREASE iNTERCEPTOR 20 �o 0 20 40 6o W
<br /> �o = `J SCALE 1" = 1' 26 NOT TO SCALE W ���•��
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