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<br /> + WATEF� SYSTEM NOTES:
<br /> FINISHED SURFACE A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> VARIES, SEE PLANS APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,
<br /> WITHIN CITY R/W TESTWG, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST
<br /> PER CITY STDS � RESULTS.
<br /> FINISHED SURFACE B. TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY.AT THE CONTRACTOR'S EXPENSE.
<br /> VARIES, SEE PLANS FINISH GRADE � ��\�\\�
<br /> `� ��� � BACKFILL
<br /> 3' MIN, EXCEPT � C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVEREfT STANDARDS.
<br /> � �
<br /> �� � � T "� � , WHERE DEPTH IS ���%: .
<br /> = 3 MIN, EXCEPT �� D. THE CITY OF EVERETf ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE
<br /> -ii i /- NOTED ON PLANS ��
<br /> WHERE GREATER �;� ���i TRACER TAPE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCWG CONSTRUCTION.
<br /> DEPTH IS NOTED i�� �
<br /> 9„P�PE 9„ !�� TONING WIRE ,
<br /> O.D. E. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A PERSON
<br /> �� � BACKFILL N z :: � BEDDING WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR
<br /> � i � � :::�:::::::::... ... ��.,, BASIS.
<br /> � � ��\�� , p�. . .. /�\ -
<br /> -ii �N i ��� ..:....: :.: ��i��
<br /> � � : ::.: :.... �����
<br /> � �og�o�o� z Z ���.�� �:���� \\\//\ ,��!/�� •���'�
<br /> o° o° FOUNDATION GRAVEL � o
<br /> 9» 9»
<br /> -ii„i ,iii,i, AS DIRECTED � �
<br /> m
<br /> TYPICAL SECTION TYPICAL SECTION
<br /> A DUCTILE IRON PIPE TRENCH B PLASTIC PIPE TRENCH
<br /> C9.11 N�T TO SCALE C9.11 NOT TO SCALE
<br /> �
<br /> , ,-. ,
<br /> NOTE: FIRE SERVICE DCDVA W
<br /> BLDG, MAXIMUM DISTANCE CITY
<br /> WATER MAIN TO DCDVA 70'
<br /> ;
<br /> FUTURE BUILDING WALL
<br /> AT PROPERTY L1NE
<br /> BACK OF WALK � CAP FOR FUTURE CAP FOR FUTURE
<br /> CONNECTION CONNECTION
<br /> �/`�1C��./_I1_.C1.2�1'�'l. ..�.�_.�..�Z�Z1Z1_._Z°°�„mZ�.�°�1��."����%m'�J"//...�.��1'1._`.l'�111_L'�°%�l%1�y�1".1`1_11��l1.�..� .11.111".1�'1%�1.1,1_1_�/_11�
<br /> 9'
<br /> M ETER VAU LT
<br /> 4"t� DI PIPE � f-SIDEWALK
<br /> RESTRAINED
<br /> I
<br /> - - - -
<br /> 4"tb 90' BEND 12„ �_____________________� 18"
<br /> MJxMJ, RESTRAINED, MIN � � -� � � MIN 6"� DI PIPE
<br /> THRUST BLOCK � `' � � RESTRAWED
<br /> — — � — — I
<br /> UNLESS NOTED OTHERWISE
<br /> � I
<br /> � 4'�� so° BEND - DISTANCE FROM CITY
<br /> - MJxMJ, RESTRAINED, WATER hJIAIN TO BUILDING
<br /> CO ---- — �-- -- -- —. __ _ _.._._i TH R U ST B LO C K
<br /> F-------- - --- ---- ----- -------- --._ . -- --._
<br /> �.�..._.m�........���_�,..m��.��...�.��..��m�.__.�A... _.�.�_�.....�.�.�r..�..�.��.,��.�.sm...._.� �.n.�{ 5,
<br /> TOP OF CURB� �� EXCEPT WHERE
<br /> 4 � DI PIPE i NOTED IN PIANS LOCATION DISTANCE TO BUILDING
<br /> RESTRAINED
<br /> MEi�ER ASSEMBLY & DS/FS1 24.0'
<br /> BYPASS (BY CITY) ROADWAY�4"sb GATE VALVE, DI SPOOL FL "
<br /> ,�/— , 6 t� GATE VALVE ,
<br /> FLxMJ, RESTRAINED FLxMJ, RESTRAINED , DS/FS2 22.0
<br /> DS/FS3 57.0'
<br /> WATER MAIN � DS/FS4 57.0' ,
<br /> p. .
<br /> TEE, FLxFLxFL �•:,. " � DS/FS5 41 .0' ',�
<br /> THRUST BLKG TEE, FLxFLxFL DS/FS6 43.0'
<br /> 3 � THRUST BLKG
<br /> � TEES AND DI SPOOL DS/FS7 13.0'
<br /> I MATCH MAIN LINE DIAM
<br /> � (8" OR 12") , ,� _ . •
<br /> �
<br /> B v ,., t�"` R'�y F" €� 3�,�� �� � �
<br /> � _ .
<br /> . ,
<br /> � �v � ������ ��L la� � ..,
<br /> �TT :,,��._� _�� - � --�-� ,'�-,������� = DS/FS9 17.0'
<br /> � STATION (TO DOMESTIC SERVICE TEE) �_� ���� �j�;�� �'�� C� � ����� � � �`�,;�. � �_V. 5 ,
<br /> / ON DOMESTIC WATER & FIRE SERVICE �� r. � ��€;��� � °�� DS�FS10 24.0
<br /> ���� �
<br /> a, TABLE, SHEET C9.1 . � � ����'��� �°_� ;�1.:�
<br /> •�, � =z =4:- �. ������� ������ DS�FS1 1 � � 50.0'
<br /> � _ ;��;;��fi�t
<br /> 0
<br /> � _ _ �s p ic3LC �pc��5�r-'r3Tv1�T�i �ts1311�Ct s.i�,•,".
<br /> � 1 DETAIL — DOMESTIC WATER AND FIRE SERVICE PLAN �-�y ��� ��m
<br /> a � 7 „�r��,� a��v eon��:��auc����. c� � �;
<br /> ��f�,v.,;�c�_ot��cv�,� ,_�� r;fis �€ac�.t:_�,r s;
<br /> o � � �
<br /> � Cg.� — C9.1 1 NOT TO SCALE � �
<br /> '�� �� .�it�iJ�.`t c's�ri J�-i� f41 �ir F3 i;-�r
<br /> � � i �9 k`f.�`� � "`t �
<br /> O � =r.p� 4� � �f}"� Ce_ .�. -
<br /> � r ,
<br /> � _ --____ -
<br /> a� -�:�s�Jti ' s_.,..
<br /> N
<br /> /
<br /> r
<br /> N
<br /> /
<br /> — �: f PROJECT ENGINEER: SCALE: C
<br /> � • � � ir �' , �1. ��� r - . H. � � � � � I� � V� � � � T DWG. NO.
<br /> � +� y KUYPER AS NOTED
<br /> a 1 1 1 1 = � W� p C � . 1 �
<br /> � �� 0 3 ���.���F' €, �N�o�� DESIGNED BY: DATE: �ORTH MARINA REDEVELOPMENT
<br /> _ �� �. YE AUGUST 4, 2006 (�FRASTRUCTURE PH�SE 1 ��P N0. 3-0—UJ3-09
<br /> � 728 134th Street SW ' SUIt� ZOU DRAWN BY: CHECKED BY:
<br /> o _ _ �'o,��F�s67E��-�,��,`�Q W, CIRIDON H. KUYPER PRo�ECT
<br /> ; p.o. BOX 538 Everett. Wash�ngton 98204 � Fs �• . WAT'E f�' N 0'T"E � A N Q D ETA I LS No. PD—NM-24�5-06
<br /> �- $raN��.'�� APPROVED BY:
<br /> � EVEREfT, WA 98206 Ph: 425 141-3800 � $�4/06 PERMIT APPROVAL/CONSTRUCTIQN � �;� �
<br /> 00 (425} 259-3164 ExP►REs 03 03 07
<br /> � N0. DATE BY REVISION N0. DATE BY REYISION � � _ SHEET N0. g 'rj' OF �g3
<br /> JOB No. 21-04-015
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