|
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 />
|