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A PORTION OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. - SNOHOMISH COUNTY, WASHINGTON <br /> 0 20 40 80 � <br /> � ' a <br /> � „ �� a - <br /> _�� , . r � , SCALE. 1 INCH -40 FEET � - <br /> , ,!�� . � f . ��., � . <br /> [ <br /> . ,�... v .'�.7t':S. �� n � :_ �` i. ,. ,.„ . . . [� : <br /> ( ,. <br /> : ,. ._ � . . .�;. _ : . , � - � . � ' <br /> LEC�ND� .� ! <br /> � r�' 'a y �� � � ��� e � ��� � � �� � � �� � � �� � . <br /> �� . � � � �� � � �� � � �� � � �� � � �� � � - - XX" D.I. � I� <br /> , ' V `-, �'.,.� � ... � -,.. --_.. - - _ '- - <br /> WATER MA N PIPE <br /> .., � - <br /> �� . �. ___-, __ � ,,, y �. �._Ti,. = �, , ' `�. �' � � � . _ � _` _.,_ , -� ;, _ ;-- '- - - - -_ _; (PER�COE� S�TANDARD� DETAIL 610 & 611) <br /> F.� �� ��� ��� / �' �� � �� - � _ -_. - ., - �'� �_���-�`.. � � � .... •�� . . <br /> ��J� . � ..., � . , � �-� <br /> � ---� 1 , �'7 �F $,' DI ; � � - .,._ _ -- - - - - "_- �---'� .� �,� <br /> j� �� - _�- - � _ �' � - - _ --� - - �--� ���� �� � � . , - - - - - - - � � <br /> ` ' " � � 15 PUBLIC WATER MAIN EASEMENT <br /> � � � � � - - � � . . <br /> , _�_`�- � � r ' I � - - - - - . ,.� - .._-..� - �� ���,�`� �•;�. � <br /> , ' ; � <br /> - - <br /> - <br /> ;; r�%,r,> , - - - - - - - ;- - - -,- - - - -- - - - - - = - -� - -'- - - - -,- - - - - - - - - - - - - - - -- - - - - -- ,r = ` -�, - -'� �,J, `� .' 1 2�, �P DOMESTIC WATER PIPE <br /> - } � � <br /> _ _ _ - ` � <br /> �, -�-_ � <br /> � - - - - - � - - - - � �- � � � 284 LF 8 DL�` . ��� `�� N� 2409 01 � <br /> �/� � � r - - -� �� - - -���- � ' � � ' - -'-- - -_ � - �- �- �� - - - - �- - =�- - - -`- � �>. � .. �� �� � � �E: 893.29 � <br /> '� �;// ', � g � - - - ,�`- -�- _�_-� -� �-�__- - � � -_-�-- �- - -r - - .,-- - - �<-- - � ,�.=r-� ��, �-�-�� _ __ 1" PE IRRIGATION WATER PIPE q{ �� <br /> ;, f �f � � �� - <br /> �,/i, j/ ,/,,�! � � � � i1';. � .. _ � � 52 LF� 8° DI �� I � ; �� � -��, �� �„ �, � � , ... ,� �� � WATER METER � <br /> .�" � 1 i., '..i .... � .... g . � <br /> i � f � , , ; � : f� � i .. �. � � ������_, � _ �� �.--�_ �� `;� � � ``, 1 i I � j{ (1-INCH IRRIGATION� PER COE STANDARD <br /> � � ( � , ,, ; � ` � ' � ��� �� � � ��' - -- _ -- --- - - �-- _ __� � � _ --. �� N. 2692,79 2 �., _.,� a ,, � ��+, `� � '� � � 7 i � - TI , PER � <br /> , : � , � --- - � I E: 896.5Q � ` � � � `"+� DETAIL 502C � 2 INCH DOMES C <br /> i � � �+ � i ,� ' � N: 3065.33 ` N: 3008.09 �, N: 2692J9 � �� "�� 't, �` � "�, ` � ' ' { � 7 � � COE STANDARD DETAIL 502B <br /> ) Z <br /> 315 LF 8" DI � � N: �677.�1 � � � � � � <br /> ( ( � � � • � � I E: 896.50 �� � E: 896.50 �8 E:,839.42 q _ o �� � ` "� i i ; <br /> � E 8�9.42 , '� , <br /> r- � j � � I f 20 LF 6" DI �� ��"`�� �. � --�� y " � `•� 1 �`�^ i � � I � !� ( '�' �1' ��?-' WATER TEE�BEND -- - <br /> i � � � � � � � i �� � � � � �`� d� � j � ' � ��_�EXISTING 12" D.I. N GATE VALVE <br /> � N: 3008.09 q � _Ta _ � � , , '. l � � � i ' WATERMAIN, (PER COE STANDARD DETAIL 504) .� � <br /> ; <br /> � 1 � � � ; ! I �� � E: 876.38 � p �. I �{ � � � `� �_ lil ' � � � PRESSURE ZONE 715 Z , <br /> � ' � ; ..- � � �I` � ` n15 LF 6" DI ��� � � ' � � � � � a0 co r� <br /> � � � , � ; i ' ; : � �, � ; { - <br /> � � <br /> j ' ,� .��' �.a� � ,� � d ���., i. I I `,, � `',, <br /> � <br /> ,� � � � � � � � "" <br /> � � ' , � I I '� � � i � ! FIRE HYDRANT � o <br /> , � �- . � �- _� � ��. � ` �' `���' �, , ' ; � I � ' ' I ' (PER COE STANDARD DETAIL 507) � w �� o <br /> � � ', ��, <br /> :, � ' � � � , � I� I � ( ) �1 � '. �` � � � ; � ���1 �" �. � � � j I ; �, � o � <br /> l5' PUBLIC WATER MAIN EASEMENT TYP � � � � � � o <br /> , � � �� . � 1 '} �, i � u � ��, � � 1 � � � , �, � REDUCED PRESSURE BACKFLOW ASSEMBLY - iD <br /> l� � i � C (PER COE STANDARD DETAIL 518) <br /> � � � i � � � - � � 411 LF 8"� DI � � � I �` s ��� , � �. � - ti� , �i �� � I � � <br /> I � i � � . <br /> � � � � � � ��� � � � � � � <br /> 1 � <br /> 1 I <br /> �� � � � J ( <br /> li I � <br /> � ' � I � i � ��� , il i\ �l 1 }� i i . <br /> � ) � � I � � �� � ''� � �'' �`, '� i�' � � �� �"� ' I� t �I � -p. 1" AIR-VAC ASSEMBLY <br /> ; � � � - <br /> N � <br /> � ` i � � I � � , ��'°�`"'��,,:..,,�„ � ' � � � ; � I � , � � � ���`�� (PER COE STANDARD DETAIL 512) �` � � <br /> , <br /> s , , : � <br /> : , _a.�,� f�:�. � � <br /> ' i <br /> , �„„� �, <br /> i � � i � � � j �� ,�� �� � 4 - � `� �� ; ��'i�ll' ��� � � 1�� �� � � �' �+-EXISTING FIRE � � � � �' > <br /> ! � � i � � �1 � � ,T � � �li �\ ��,� �. � �;�I � ; '�i� � � � ! j HYDRANT � � � � � � <br /> i I � � � � E I � �� -.-- � � � �' ,� � ��� � �� i����� ,��'� �� � '� � � � . <br /> � ! � I° � ( 220� LF 8" DI '\ � `� i � i'i� �'� ' � � � � � <br /> � 1 � � � I �� � - � � � ��� �� �;`�I� , i �,�I � � � I <br /> � � � � <br /> i � ' , i . � � A , �� �� ii i � � i <br /> , , A <br /> . � y/ � <br /> ( <br /> � i <br /> � i ' � �� <br /> , � i � <br /> � PROPOSED MTORRES � � ' � �'� � � � , ��� � ,;�', , ' �� ; �, �� waTER scHE�u�E <br /> ii � � i t i <br /> � � � ` �� �. I l <br /> I j � ; � J � ��I � � \ � � I � I� � ' il� � � � ��� � �� i CONNECT TO EXISTING WATER MAIN <br /> r <br /> _..._ .�,� ,. I _�. <br /> � I � � � .z � . ,.� .a� �� FACILITY ` `� � �� � °�I� , , , � �, � � � � � <br /> � � ( i `,` �r,.. _ .. 1 , .�. �„� � � { `, 15' PUBLIC WAT � ` �� � � �, � : � , , � •.� _ 1-12° x 8" WET TAP (F�) <br /> � � � � � � f � � , FFE - 547.75 � I � � p `, � ,�R M i � ;'", ,�� ,._...__ � <br /> f'�N ` � + � � � , i � � � 1-8" GATE VALVE (FLxMJ) <br /> � � � i � ( � � � � � SSCO-2 � i EA�SEMENT (� �(P)�II � �� � o / I�" �` <br /> � � ON: 2692.79 - , �, � `, � , I I I ;;' � ,� r ' CITY OF EVERETT CREW TO PERFORM WET TA � � <br /> E: 573.43 � � � ti <br /> + i I I i , ! � N: 2889.02 � � f `., ,', �,,: `' i � � � - y c,�° `�. <br /> � i i � � I i SSHM-1 _ 5 E: 619.20 � ) \ , � `,\ ` � (�, � !' i _ ' : r, ., � � 1-8" TEE (MJ) y g' `'� <br /> N: 3077A4 I � <br /> ': � I � � ! � � , E: 576.93 RIM - 545.87 I y� � '� �i 155 LF 6" DI ' �•. �, `, , �I � �' `p'I�� ' "�__ ; _ > � �, :Y `} �: : 1-8" GATE (FLxMJ) � � o � �� Y <br /> � RIM 543.78 I I �i' I > f : �~' 2 <br /> ' II , I � �' SSCO-1 6' IE 538.08 56 LF 2" CP I ' ��•� � - II'I'� �I� ;p ;; � - O THRUST RESTRAINT PER COE STANDAROS 60 " � <br /> � li � � � 6 IE 534.32 � �I ,�_ `��, � ��� � � � � . . �� � � ti` � . i•Y,��_ � ,� ,� 4�5� <br /> � � �� ��� I �� N: 2978.22 N: 2742.57 � � � �_ -� I I' , , . , �, <br /> � i � C 8" 1E 534.22 14 , ��0 '� ��__ � ��� _ � i ��� � I � °' �� t 1-S' x 6" TEE MJxFL) � P�d�s �o� <br /> I � I I � RIM75. 545.90 E. 609.38 ? ��- <br /> i CONNECT TO "'� -'- - _ - " `" � i ; O 1-6" GATE VALVE (FLxMJ � �'b'(' e <br /> , ; I r� , i �' t ', i;r.,s�, � <br /> ( I , � � I gg LF 6' �� I '�� � _ , ��� ; � �� � � , ,� , ,� �� ; � i -� � �'� % THRUST RESTRAW T PER COE STANDARDS �� <br /> BUILDING, SEE , - - ' , <br /> i _ 1 <br /> i I MEP PLANS FOR B = - � - - - �� o t-'-- 1 IRE HYDRANT ASSEMBLY P R CITY <br /> - _ � � ;_. - - - � � - , � , <br /> � ( ` I PVC � 2.00% � ; r , <br /> I � 89 LF 6 CONTINUATION y0 LF 8" DI � � , � i \ i i �F, � -»�� O4 OFFEVERETT STD. DETAIL 507 E <br /> i ; � I ! <br /> � � � �� � <br /> , �i <br /> i . ! I � . ,; � f` PVC � 2.00% <br /> . � ; � �N: 2692.65� I�I 15 4 N: 2535.49 i , � ; -- � i � 1-6" GA7E VALVE (FLxMJ) <br /> � � � � � � MEP PLANS FOR ��� °��� � �, ��: 608.�F8 � E: 619.19' � � ; � , � _ � � , z � � <br /> I � � � - <br /> ; : ' I I � 1 �F � . _ c. = <br /> I ? & � � � Ii� � � � � 1-8" x 6" TEE (MJxFL) � � � <br /> I ' I CONNECT TO BUILDING, SEE I I <br /> ' ' � II � � n o 0 0 <br /> i � j ( q i i � i �- i O5 1-6" GATE VALVE (FLxMJ) „� N � <br /> � ' CONTINUATION. WALL MOUNT �---- � � � � i i � Q, � o <br /> � � � � � , ; i I , � ; ,, , �� �� THRUST RESTRAINT PER COE STANDARDS , , <br /> � � � � � �M I FDC WITH DCDVA LOCATED - -i � I ; ! 1 ( � i M M <br /> ; I ' �"� � �� �� ��� ` � ��"' '° � � ��� � ���� INSIDE BUILDING RISER ROOM � � � I � 1 � � ��� � r t � ! � � I � � � t-12"x2" SERVICE SADDLE c"'- v � _ <br /> � ° � �� � ! i , � � i <br /> � � � 168 LF 8' � - � � � i � i � i , � �,� ; � � �6 1-2° GATE VALVE (RSGW) n i a <br /> I � � � � PVC � 1.00% � � � I i � � � i ' � ' � �� � �� � � � 1+25 PER CITY OF EVERETT STD. DETAIL 502B � �v � <br /> I i y I, i t I i � i � � <br /> „ I � � � N: 2803.79 �� : ' � I i � �� � � � , t- � <br /> � � �� ') - � 10 � E i � � i ' � � i j ' � � i ��� � ' - - 6' SIDE SEWER 1-8° 90' BEND (MJ) <br /> , �� � � �. . � <br /> � ; p ' ` E: 501.83 I � ; £ ; � , � ' ' � T H R U S T R E S T R A I N T P E R C O E S T A N D A R D S <br /> ; ' � 1 I � � �� , L� � ; " CONNECTION, TYPE 'C ' O � <br /> � I � PER STD. DETAIL 602 � <br /> � '� �3 ___ � i � �� � STUB AND MARK , - � -� i � � 6" IE 580.53 1-8" 11.25' BEND (MJ) <br /> � � j I � � � � N: 3004.23 � �61 LF 8'�DI � ' I �, . 3 1 � SANITARY SEWER � r i �� i � � � T H R U S T R E S T R A I N T P E R C O E S T A N D A R D S <br /> � � � � � E 473 89 � ( �. 471�.55 9 O �C-3.j ��� . � i ' 38 LF 6„ <br /> � i i , 4 �.-..�_ ' ` _ � , . : __" " :- = _ - : 2739.23 i � 9 LF 6 DI �..-/ SERVICE 10' MII�L, £ . � , ' �� % r/ / i � PVC � 2.01� <br /> ' � � _ _ _ 12 - �� � � _ ��-�.a_ � BEHI�JD SID �WAL ; , : / � NOT USED �� <br /> i � <br /> II ; � ! z _. �-�.= - � - JE� 461.43 , i � i ' j � � , �' <br /> � : 3Q 5.33 � _ _ ' `_i_ ��. - f C _. � ,: , � f ��- _ �..�%�i,l ' ; ' j ! ' 1 _� � I � NS24o25.54 ', (`�"J a"i c <br /> � i � --- � , / ; t- FIRE DEPARTMENT CONNECTION ASSEMBLY a� o <br /> i � �i�E: 4 5.50 , � ' -- - _ _ ,' , _ l � , , N• 84 11 . ,_ - ��� � � �� ( t 1 � E: 531.31 10 I � b o . <br /> � : ,% r t'�=�'��`7-�- � , �o ! �� (WALL MOUNT) i . � ca <br /> , I i � ,__ -�_ -- _ �� � � ' ' ' - - �� � - _ _ _ � , �� i�` _ - " _ � RIM = 0.00 �QI 1 z °' <br /> ,�s <br /> _ �- <br /> � �\\�__ _ � ��- - ^ - " - - -` -� � � ' I \` _ � � 1-12"x1" SERVICE SADDLE ! �_ F- ¢ <br /> o , ,.�� - - . � _ I ��__ � 7�1 LF t•' PE � _ 6" IE 580J6 � o� � <br /> �__. V <br /> . . _ E:'�71 ��- <br /> . _._. 29,`t� 6" DI - = _---'__� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - • i 11 1-1" GATE VALVE (RSGW) i cu'n c ai <br /> � �_ -_- �- -� --. ,-. . <br /> �-, � �_ ,,., <br /> o �.�,--� � `�-- `�. �F,����`'i `,._. ,,. � „��e- ___x ' _ " � PER CITY OF EVERETT STD. DETAIL 502C i ��_� o � � <br /> � -\_ --� ._,_ _ .,. N:`3fl.QS-iQ , \ \297 CF & Di - -_- -- - - - - - - - - - -� -- -- -,- j- - - ' - - - - - -- - - - ,� STUB AND MARK � +� _ <br /> i \ - _, ; , -' _ �� ;. . � , ,_ E�h�.�6,.�.__ �'-- , -., �, � , --4-- - _ � ���_ z � WATER SERVICE 10' 1 1-t" IRRIGATION METER .-, � v <br /> � ., _, , ,,,. , �,,, '. ,, \ �,., , N: 2739.24 <br /> -- ' - -- �' _ , _ , - - -- �-' <br /> � , . _ � ,,_ ,,., � . � R VED <br /> _ , ` „ _ <br /> � ; ; , , <br /> � �� � � �� �'-� � � , , ��, 11� � � � ' _ ��g �� $t i MIN. BfHIND BACK OF C-3. � 1-DOUBLE CHECK VAL E ASSEMBLY � <br /> ,E: 4�$.95� � � • ,p z ' <br /> � ��RT�A� � �'�� � � �� � � ��� � ��s � � � � �� � � � '� '� ' - � ' � - ' � I �' . i CURB � uc � vues � �� � 1-REDUCED PRESSURE�BACKFLOW ASSEMBLY <br /> � � � <br /> 0 <br /> "� N: 3080.51 ON: 2814.03 N: 2799.87 107 LF 8" DI � � � ��� � � �� � � � � 12 PER CITY OF EVERETT STD. DETAIL 502C, <br /> � E: 408.53 E: 441.54 O8 E: 438.95 N: 2692.7� 33 LF 8" DI i N: 2413.94 O <br /> N E: 438.95 » E: 438.94 °� °M �UBLICWORKS 520 & 518. CONTACT TIM MARKHAM <br /> RIM = 536.06 39 LF 6" DI N: 2431.27 <br /> � 16 N' 2474'�� O E: 433.99 ( ���� DEPARTMENT (425-257-8833) FOR MATERIAL APPROVAL <br /> � 8" IE 532.54 E: 438.86 RELOCATE EXISTING �'� PRIOR TO PURCHASE AND INSTALLATION. <br /> CONNECT TO EXISTING SANITARY SEWER MAIN. CONTRACTOR 18 LF 6" DI FIRE HYDRANT � .usuc woa�s ►ERNff ss . <br /> TO VERIFY EXISTING SEWER MAIN LOCATION PRIOR TO ASSEMBLY TO WESL sewot �u�Reo PRIOR TO SiMiiry6 <br /> •err consrnurnon on nns � <br /> O N: 2431.11 CONNECT TO EXISTWG PRO)ER. ACPqOv�L voa n��s 13 NOT USED Q <br /> � CONSTRUC170N OF ANY PORTION OF PROPOSED SEWER MAIN E: 415.78 vao�ER ��, cofmmone� vu � ` <br /> _ <br /> EXTENSION AND NOTIFY ENGINEER OF ANY DISCEPANCIES. 6'� D.I. AND EXTEND MA CU0.RENT� ranu� uro ( ' �l <br /> � NORTH AS REQUIRED. PERHnFORcoxsn�ucno�i�w��s 1-2" METER PER CITY OF EVERETT � Q <br /> �' CITY OF EVERETT WATER NOTES CITY OF EVERETT SANITARY SEWER NOTES � °� "`N"'� 14 STD. DETAIL 502B � � � <br /> � 1-1" AIR-VAC ASSEMBLY W � � Z <br /> J <br /> � A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT 15 1-S"x6" REDUCER (MJ) Q <br /> Q' AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, STANDARDS AND WSDOT�APWA STANDARD SPECIFICATIONS. Tab1e5A PER CITY OF EVERETT STD. DETAIL 512 � a � Q � <br /> �o TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST HorizontalT6rustRestraintLenQth Q W 3 <br /> o RESULTS. B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED 16 1-3/4" METER PER CITY OF Q Z � O� <br /> O EVERETT STD. DETAIL 502A Q <br /> �v, B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY Fitting Pi eDiameter r^ (A � � <br /> �, THE CITY INSPECTOR. 6" 8" 12" 1-8" X 8" TEE (MJXFL) vJ W � � � <br /> � UTILITIES DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE CITY UTILITIES LengthtobeRestrainedinEach �� 2-8" GAVE VALVES (FLXMJ) W W � � <br /> � DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM Direction THRUST RESTRAINT PER COE STANDARDS J � <br /> j CONNECTION. THE CITY UTILITIES DEPARTMENT SHALL THEREAFTER DETERMINE THE AVAI�ABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR 11-U4°bend � <br /> � DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. <br /> o SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID 5' S IO' � � � _ <br /> r� DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH 2z_l�z�bend 1-8" X 6" TEE (MJXFL) <br /> Q C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. 10' 10' l5' 2-8" GATE VALVE (FLXMJ) � <br /> EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL ° t8 O U <br /> � NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE 45 bend 15' 20' 25' 1-6" GATE VALVE (FLXMJ) W <br /> � D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED 90°bend 35' 45' 60' THRUST RESTRAINT PER COE STANDARDS � Z <br /> START OF CONSTRUCTION. THE CITY OF EVERETT ENGiNEERING DEPARTMENT � <br /> °J CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION ON THE PROJECT. Tees (where ail legs can be 20' 25' S5' NOTE: USE MEGA LUG RESTRAINTS OR EQUAL � <br /> � restramed <br /> � COMMENCEMENT OF CONSTRUCTION. ON ALL MECHANICAL JQINTS LARGER THAN 2". <br /> a, D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN Dead Ends and Tees (where 60' AD' I 15' <br /> U E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO onl one branch is installed <br /> � UTILITIES DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING STARTING CONSTRUCTION. THRUST RESTRAINT LENGTH SHALL BE PER <br /> � PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. TABLE 5A. � <br /> � <br /> ` <br /> > F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL Q � <br /> i SEPARATION BETWEEN POTABLE AND NON-POTAB�E CONVEYANCE SYSTEMS. O <br /> c <br /> 0 <br /> o� G. ALL CITY OF EVERETT VALVES SHA�L BE OPERATED BY CITY UIILITIES � <br /> � DEPARTMENT PERSONNEL ON�Y. ALL VALVES, NEW AND EXISTING, SHALL BE �ge� <br /> 6 ACCESSIBLE AT AL� TtMES. C-�.O <br /> m Know what�s below. <br /> C111 before ou di <br />