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<br />MATCHLINE — SEE DWG 45—YD—M 110 17
<br />PARTIAL PEASKl
<br />SCALE: 1 " = 40
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />—
<br />RECORD DRAWING EDC 11347705
<br />DLR GRP
<br />NJW
<br />12.02.13
<br />A
<br />E62 AIR VALVE REPLACEMENT W1677820
<br />JM
<br />DH/FB
<br />02.11.15
<br />B
<br />777X STALL MODIFICATIONS W4535737
<br />CEI
<br />MS
<br />11.30.18
<br />C
<br />ACTIVATE STALL 113/777X CI REFURB 22999285/W6214003
<br />CEI
<br />MS
<br />03.26.19
<br />77j A
<br />_7 77LEGEND
<br />i
<br />rr WATER
<br />r
<br />A---_— A AIR
<br />TIE—IN POINT TO EXISTING
<br />CATHODIC PROTECTION TEST STATION
<br />, I
<br />0 CATHODIC PROTECTION ANODE LOCATION
<br />GENERAL OTES
<br />11."
<br />EXISTING TWO 6 AND ONE 4 AIR VALVES
<br />P' REPLACED WITH HDPE POLY SDR11 FULL PORT C
<br />BALL VALVES
<br />' .. im
<br />i
<br />�.
<br />1 A
<br />r Hsu' ,_, . i' sf __ p
<br />6
<br />y s,.
<br />, l
<br />%.
<br />ft:
<br />J (` �' �-�� `E �°'` ��� ;:.-�� 2. INSTALL 0.008 INCH THICK LINEAR
<br />rggpmi
<br />F LOW DENSITY POLYETHYLENE FILM AROUND
<br />dry _ W_r BURIED COPPER WATER LINE AND EXTEND
<br />6—INCHES PAST CONNECTION TO BURIED
<br />DUCTILE IRON WATER LINE.
<br />3. PROVIDE LINK —SEAL MECHANICAL SLEEVE AT
<br />} A§wI
<br />ALL WATER AND COMPRESSED AIR PIPE
<br />s e PENETRATIONS OF CONCRETE PANEL ON GRADE.
<br />4 REFER TO STRUCTURAL DRAWING 45—YD—S519
<br />' FOR STRUCTURAL HARDSTAND DETAILS.
<br />3126,
<br />F
<br />xaA COFFMAN
<br />AMENGINEERS
<br />1101 2nd Avenue, Suite 400
<br />Seattle, WA 98101
<br />ph 206.623.0717
<br />www.coffman.com
<br />DRAWN DATE SUBTITLE
<br />ACCEPTABILITY J. O'MALLEY 01.10.10
<br />THIS DESIGN AND/OR CHECKED
<br />SPECIFICATION IS APPROVED
<br />ENGINEER TITLE
<br />'PROVED BY IDEPT. I DATE
<br />MECHANICAL MASTER
<br />m
<br />1110
<br />PROVIDE NEW FORWARD HARDSTAND. EXTEND EXISTING
<br />I i
<br />DOMESTIC WATER AND COMPRESSED AIR PIPING AND
<br />I c�
<br />CONNECT TO NEW HARDSTAND.
<br />75
<br />®
<br />2.
<br />REFER TO DETAIL 1 ON DRAWINGS 45—YD—M360 AND
<br />�
<br />45—YD—M361 FOR SIZES OF EXISTING WATER AND AIR
<br />Ln
<br />PIPING BETWEEN MAIN LINES AND HARDSTANDS. CONFIRM
<br />I
<br />SIZES IN FIELD.
<br />I�
<br />3.
<br />INSTALL 0.008—INCH THICK LINEAR LOW —DENSITY
<br />�
<br />U,
<br />POLYETHYLENE FILM AROUND BURIED COPPER WATER
<br />LINE AND EXTEND 6—INCHES PAST CONNECTION TO
<br />L,
<br />BURIED DUCTILE IRON WATER LINE, PROVIDE DIELECTRIC
<br />I s
<br />FLANGE AT CONNECTION POINT.
<br />c�
<br />4.
<br />PROVIDE LINK —SEAL MECHANICAL SLEEVE AT ALL WATER
<br />AND COMPRESSED AIR PIPE PENETRATIONS OF
<br />CONCRETE PANEL ON GRADE.
<br />i
<br />I
<br />5.
<br />REFER TO DETAIL 1 M562 FOR UNDERGROUND UTILITY
<br />/
<br />MARKER DETAIL.
<br />INSTALL CATHODIC PROTECTION TEST STATION AT —GRADE
<br />AND CATHODIC PROTECTION ANODE UNDERNEATH
<br />I
<br />CONCRETE PANEL. SEE SHEETS M540-1 & M540-2 FOR
<br />DETAILS.
<br />PROVIDE AND INSTALL 2"CW LINE TO NEW 45-900
<br />BUILDING.
<br />r
<br />KEY PLAN
<br />SCALE: NONE I N
<br />40 20 0 20 40 80
<br />m
<br />SCALE. 1:40
<br />d
<br />CURRENT REVISION SYMBOL DATE °
<br />22999285/W6214003 c 03.26.19
<br />C
<br />- C,
<br />SHEET
<br />C,
<br />M110-12
<br />JOB NO. COMP NO.
<br />EVERETT, WA DWG N0. 45—YD—M 110-12
<br />-
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