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<br />OECD SEE ELEC SHEETS
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<br />II
<br />II
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<br />II
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<br />II
<br />7 ® 9
<br />TY P 99
<br />C�<1 �.� �,� Co 2 POTABLE WATER
<br />SHIP SERVICE
<br />13
<br />ECD SEE ELEC SHEETS-
<br />i.:
<br />! i II II II it
<br />i I I I I 1 1 1 1
<br />II II II II
<br />I II If II II.
<br />I II � II II � II
<br />t--299 W, HDPE, SDR 9 INSIDE 4" PVC, SCH
<br />1 40 CASING PIPE CAST INTO CONC PILE
<br />I CAP, TYP, SEE S22.1 FOR DETAILS.
<br />1!
<br />f I I HI I I I I I I III
<br />I I I I I! I I I I I fl
<br />If II II II II is
<br />I I l I I I I I I I I I II
<br />CORE DRILL "0 HOLE IN EX CONC GRADE BEAM II
<br />I AND RET WALL, TYP, SEE S22e 1 FOR DETAILS, III
<br />I I I I Q Lj 1
<br />2i 1� 9.9 24
<br />NOTES
<br />3
<br />2" POTABLE WATER
<br />C11 C153SHIP
<br />1 o
<br />NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br />SERVICE
<br />MEANS OF AN. APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO
<br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />II I I I I
<br />2.
<br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE
<br />Ili ► I I I
<br />CITY PUBLIC WORKS DEPARTMENT, THE PUBLIC WORDS DEPARTMENT SHALI
<br />BE GIVEN AT LEAST 5 BUSINESS DAYS' NOTICE .FOR EACH CONNECTION.
<br />( ( I I
<br />THE PUBLIC WORKS DEPARTMENT SMALL THEREAFTER DETERMINE THE DATE
<br />AND TIME AT WHICH THE CONNECTION SMALL BE MADE.
<br />1 I
<br />3a
<br />ALL WORK AND MATERIALS MUST CONFORM TO CITY Y OF EVERETT
<br />{ I I I
<br />STANDARDS.
<br />� II II
<br />4.
<br />A PRE —CONSTRUCTION MEETING SHALL BE FIELD WITH THE CITY PRIOR TO
<br />I I I I (
<br />THE START OF CONSTRUCTION. THE CITYOF EVERETT PUBLIC WORKS
<br />CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />I I i
<br />I II II
<br />COMMENCEMENT OF CONSTRUCTION,
<br />11 I I I I
<br />6o
<br />THE CONTRACTOR SMALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A
<br />PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING
<br />(I f I ( f
<br />CONSTRUCTION ON A 24 HOUR BASIS.
<br />_ I II II
<br />—
<br />6a
<br />MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />—
<br />SEPARATION BETWEEN NOTABLE AND NON —POTABLE CONVEYANCE SYSTEMS,
<br />Iji I I I I 1
<br />I I I I I
<br />-
<br />7,
<br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br />(
<br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL
<br />i
<br />BE ACCESSIBLE AT ALL TIMES.
<br />c� NEW PILE CAPS TYP �' I - I a 1 o THE EXISTING UTII�.ITY LOCATIONS AND DEPTHS SHOWN ON THE PLAN
<br />EX PILE < �' ��' SEE STRUCTURAL PLANS I m ° ��01 ��O�COMPRESSED AIR FREEZE ARE APPROXIMATE, NO REPRESENTATION IS MADE AS TO THE
<br />CAPS, TYP 1 I I PROTECTION ASSEMBLY, TYP, I ACCURACY OR COMPLETENESS OF THE INFORMATION. THE
<br />i I CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING
<br />CONDITIONS PRIOR TO START OF WORK® IF CONDITION DIFFER FROM
<br />Cj —
<br />m T THOSE SHOWN ON THE FLANS, T
<br />HE CONTRACTOR SHALL NOTIFY THE
<br />m _ -
<br />v �� _�_�__ _i _ __ _I _ ___ __.�__ _ __ - - ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGE
<br />BP —BP— — —BP— — — —BP— — — —gp — � p® BP — f3P— P _ � p— f — —BP— — — —BP— — — —_ BP— — —BP— — — _.._BP— — — —BP— _ --IBP � — —gp — — — —gp— _ ®g CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL TAKE
<br />PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR
<br />ELEC SUBSTATION, T T T T T T T T T T T ----T T - T T T T T _�__ DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT
<br />SEE ELEC SHEETS. n I _ _ _ _ _ _ _ _ -_ _ T T T T SHOWN THAT MAY BE ENCOUNTERS® DURING CONSTRUCTION DUE TO
<br />BP— — BP --BP —BP —BP —BP— — gP— — — P— — —BP__ — _ —gp— ®_ —gp— gp_ _ gp_ _ _ �gp— — — —gP— — BP— — — —gP— — — —gP— — NO RECORD OF THEIR EXISTENCE.
<br />P — - P— — - —g{ —BP e —gp®� — —gp- _ _gp T — _BP— — —BP — — -BP BP ®—gp_ _ _ _gp� ®_ _ _ ®_ _ _ _ — _
<br />Lu
<br />� � � i ` � � BP BP BP BP B BP— — — —BP— —..— �
<br />WATER - SERVICE WORK BY CITY
<br />D 99 3" GATE VALVE Lu
<br />Lu
<br />�O it �® EX BELOW GRADE CONC RET 180LF-6-3 HDPE, SDRG W, C3,1 C3o� 9. THE CITY PUBLIC WORDS DEPARTMENT SHALL FURNISH INSTALL AND MAKE
<br />� WALL, PROTECT IN PLACE 9 &_ VALVE BOX, 99
<br />�, + �) MIN COVER. U CONNECTION TO THE EXISTING MAIN WITH AN TWO PIECE, EPDXY
<br />Q TYP 771 � COATED TAPPING SLEEVE (MJxMJxFL) AND 8" DUCTILE IRON GATE VALVE
<br />co v ED SEE ELEC SHEETS 3"X2" HDPE TEE TO SNIP
<br />{ _ (FLxMJ)o THE -,ITT SHALL FLUSH, TEST, AND DISINFECT TIME CONNECTION
<br />99 23LF-3" HDPE, SDR9 W, SERVICE VAULT LOCATED m
<br />EX CB, TYPE 2 4 1 TO THE EXISTING MAIN, IT IS THE CONTRACTORS RESPONSIBILITY TO
<br />u� 3' MIN COVER. 99 ALONG GRID LINE 1705, CONTACT THE CITY AND SCHEDULE THE CITY WORK.
<br />RIM=1 7.1 2' I 3 x2 HDPE TEE TO SHIP SERVICE SEE NOTE 2
<br />UL IE=13.16' 12" CMP (SW) j VAULT LOCATED ALONG GRID LINE 8o5. 9 SHT C oo FOR
<br />I I ®� TRACE WIRE REQUIREMENTS, 10. THE CONTRACTOR SHALL FURNISH AND INSTALL A VALVE BOX PER DETAIL
<br />IE=13,47' 1299 CMP (NE) � � 15' SEE NOTE 2, SHT C�,4 FOR `TRACE
<br />1 ON SHEET C3.2 FOR THE CITY INSTALLED GATE VALVE AT THE
<br />II ❑ MIDI � ENLARGED WATER WARE REQUIREMENTS. TO THE EXISTING -MAIN.
<br />��°1 SERVICE PLAN ELEC VAULT, TYPO I�
<br />EX FH, SALVAGE AND
<br />� _ I / SEE ELEC SHEETS,
<br />RELOCATE. D2o 1 I I 1 1 o THE CONTRACTOR SMALL FURNISH AND INSTALL THE 2—INCH METERS®
<br />,.� �- _-. �� � I I WATER SERVICE IN CONFORMANCE \ l I E WITH CITY STANDARD DRAWING 502.
<br />I ALL MECHANICAL JOINTS (MJ)
<br />I I SHALL BE MEGALUG OR EQUAL EXCEPT, THE CITY SHALL INSTALL THE SALVAGED METER TOCOMPLETE
<br />SEE SHEET Co
<br />fl �� EX TIMBER BULKHEAD, I ITHE CONNECTION,
<br />_ NEW WATER SERVICE TO LOCATION APPROX. I I
<br />99 I BLDGS T�-- 5A AND T— B 9 i I - 12. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL COMPONENTS OF THE
<br />A2 W METER, SALVAGE I TOP EL � 1 2,�2 � I I SEE LEGEND ON SHEET C3,2 WATER SYSTEM EXCEPT THE CONNECTION TO THE MAIN AND INSTALLATION
<br />AND RELOCATE, SEE D2a 1 — - 1 0) I 1 �' ESMT BY OTHE S —_ .--_.. ____ _— _ ( OF METERS AS DESCRIBED IN NOTES 1 AND 3.
<br />03 I IE=13.5± 12" EX ID
<br />� I
<br />i I 113, THE CONTRACTOR SHALL FLUSH, TEST, AND DISINFECT ALL COMPONENTS
<br />IE1 1 08 ± 8 W NEW I I OF THE WATER SYSTEM EXCEPT THE CONNECTION TO THE MAIN AS
<br />DESCRIBED IN NOTE 10
<br />T-7-777 I p, 2 12" S P77 12" SD �1Z �SD
<br />EX EX CB
<br />-� BLIND FLANGE AND
<br />99 I
<br />EX BLDG T- 4 -
<br />OUTLINE 1 I CO ,FB SEE SHE T RIM==17, 2 I
<br />� ' � IE=15,30
<br />�' D2,1 F0 -W MAIN 1 I _ ss ss---
<br />a �r DEMO & CAP ss
<br />j (DEMO) ,R1 �, 8 x22, DI HORZ BEND (MJ)
<br />EX SOUTH YARD ��t� ; NORTH ING=35 060.0 _ -- ss L..__-_-_.._-__.-__--- _-_ __---
<br />SUBSTATION `� `� �, EASTING=1298588.7 __.--_----�ss _ �_ _ _ _ - _ -
<br />� � �1 � E i CND P�u -- - � _-_ _ --w
<br />m - 899x45® DI VERT BEND (2) `� \� yE s ---' c� - _ _ - - - _ __ _. _ - - _ _
<br />7 " CONNECTION `1O EXISTING 8" MAIN
<br />CALL 481
<br />BY CITY, SEE NOTES �j AND 1®a e EX C0NTAINER`AEDJACENT I_� _—
<br />- BEFORE YOU DIE
<br />< VALVE BOX AND WATER SYSTEM DOWNSTREAM OF GV BY CONTRACTOR, SEE NOTE 1 Da EASTtNG J- 1 —'' NORTHING=358044a7 -d IAL 811
<br />TO RAIL SPUR -- °
<br />'pis yam" / � .� � _ I/ 1 2962.7v9
<br />CIP NO.
<br />1-8 -.OU 1-G6
<br />PROJECT
<br />NO. MT-ST-2017-1 1
<br />SHEET. NO. 43 OF 176
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