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<br />,r rt ? i 1 E LEC VAULT, SEE
<br />m
<br />ELEC SHEETS.
<br />EX VEG , m I
<br />I
<br />TO H OF LOPE
<br />EL 417.00`t LOC APPROX ' , 1 C 1 )
<br />� I EX 12" CMP SID i lj
<br />` � f
<br />LOC APPROX
<br />A, t SEE SHEET C2e1 FOR t ' PROTECT IN ,
<br />PLACE.
<br />TF_'MPORAR,� RE60CATION
<br />{if
<br />O� SECURITY FEiNCE TO ,
<br />ACCOMMODATE WORK
<br />?t MODULAR WETLAND SYSTEM
<br />(MWS--L-8®16®V)
<br />/ ( j 4� _
<br />��05 OR APPROVED EQUAL.
<br />EX RIP�AP SLOPE9 q / ,`
<br />DLO J
<br />4
<br />r
<br />y ry REPL,_..TSLF EX V.29y GALV' CMP ®
<br />_. OUTFALL WITH .iN EW 1 f ALU M N U M
<br />CM .--�O,QTFALL/, S=1 o5,3 �' �' ��%
<br />1 3LF�-6PVC
<br />k �M�ATCH EX= OUTFALL IE=11 060
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<br />SDI D
<br />• _._ ., ____ .-- __ai f� �rJ I E `m' 1 `T" o aJ 5 9 E �"S
<br />DIE=1304± (E2" SD)
<br />48" DIA TYPE, f2 _CB.. W/Swo
<br />EX TIMER DECK — — --
<br />LI® PER Cur- STDi,,..
<br />RIM®1 &00
<br />T__T
<br />IE=14,808 6" IN (NE) }� EX 12 SD
<br />IE 2a40 19f N�S —--
<br />- 89
<br />I 10 3, 15" S iV
<br />PUMP CHAMBER
<br />HYDROGRAPHY IS BASED ON A
<br />PDF OF THE SOUTH TERMINAL
<br />BULKHEAD RENOVATION (SITE A)
<br />PROJECT, PLAN DATE C/ 1 O/ 1 6,
<br />PROJECT NO, MT—ST®201 G-04o
<br />REPL 7LF EX 12" GALV CMP
<br />SD WITH NEW 15" DIA
<br />ALUMINUM CMP SD, S=2086%
<br />CDEX SOUTHERN OWS VAULT TO BE
<br />REPURPOSED AS HIGH —FLOW
<br />BYPASS AND PUMP CHAMBER.
<br />LDT— `� CT1C 3 IE�-13o2712IN (NE, SE)
<br />EX IE= 12e779 1299 IN (NW)
<br />IE=12e699 12" OUT (DEMO)
<br />IE=12060' 15" OUT (NEW) - -
<br />SEE SHEET E3.5 FOR
<br />TRANSFORMER AND
<br />ELECTRICAL/CONTROL PANELS
<br />FOR PUMPS AND TRAILERS
<br />1601 5th Avenue, Suite 1300
<br />Seattle, Washington 98101
<br />(206) 3 2-0600 Fax (206) 382-0500
<br />PROJECT NO. 1600120
<br />1 STORM-
<br />C2.11C4.1 SCALE: 1 "m5'
<br />a
<br />12/08/17
<br />NW
<br />ISSUED FOR BID AND PERMIT.
<br />NO.
<br />DATE I
<br />BY
<br />REVISION
<br />25LF-3" DI SDFM
<br />HIM J
<br />wm31
<br />VALVE VAULT,
<br />SEE SHEET C4o3
<br />RIM ®17.75'
<br />IE=14®87'
<br />REVISION
<br />SD
<br />MAP
<br />3.0,
<br />"I, �0 1;y/
<br />sin
<br />NOTES
<br />I 1 NO PART OF THE DRAINAGE SYSTEM SHALL DE COVERED, CONCEALE®,
<br />® -- OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND
<br />I
<br />ELEC' TATION, ACCEPTED BY THE ENGINEER.
<br />EOEC DWGS° ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT
<br />} DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE
<br />WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
<br />CONSTRUCTION (CURRENT EDITION).
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
<br />I
<br />/ \ CONTRACTOR SHALL DE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br />AND ELEVATIONS, AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES
<br />SHOWN. IF CONFLICTS WITH EXISTING UTILITIES OR DISCREPANCIES ARISE
<br />RPBA, )SE
<br />SHEET C3o4 DURING CONSTRUCTION,. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
<br />t, AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE ENGINEER
<br />PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT,
<br />h
<br />4 TEMPORARILY RELOCATE EXISTING RIPRAP/ARMOR ROCK TO AREAS
<br />->14 i ADJACENT TO OUTFALL REPLACEMENT WORK. REPLACE RIPRAP AFTER
<br />�. OUTFALL INSTALLATION TO RESTORE EXISTING SLOPE AND OUTFALL
<br />Y,—<
<br />PROTECTION.
<br />CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN TEMPORARY
<br />j STORMWATER BYPASS PUMPING AROUND EXISTING VAULT (OR PROVIDE
<br />OTHER MEANS AS APPROVED BY THE ENGINEER) AS NECESSARY TO
<br />MAINTAIN UPSTREAM DRAINAGE DURING STORMWATER MODIFICATION
<br />W METER & FH CONTRUCTION.
<br />- S-E E S-H-E--ET C3.1
<br />4' BOLLA D (2), i
<br />614.1 C3a4 TYP
<br />[\A 6M
<br />69 BOLL RD TYP, UN
<br />Coo 11 C3.4
<br />8" DI W SEE
<br />SHEET C3o 1
<br />1
<br />0 tl
<br />1�
<br />1 �
<br />1
<br />t `
<br />EX TIMBER BULKHEAD,
<br />11 C4.1 C4,2 LOCATION APPROX.
<br />(6 1 r TOP EL=12a32
<br />IE=15o5 fit.--S9- SDFM �
<br />IE=1301 ± \ (EX 12" SD)
<br />t
<br />EX CB, TYPE 2 (48$e 0)
<br />RIM=17a 129
<br />IE-- 13a479 12" CMP (NE
<br />IF=13o1 Gy 12" CMP (SN'v, w
<br />'0
<br />11
<br />1,
<br />1
<br />1
<br />�i
<br />11
<br />t
<br />i
<br />EX 12)9 SD
<br />SE
<br />SCALE:
<br />AS SHOWN
<br />DATE:
<br />12/08/2017
<br />CHECKED BY:
<br />No WATSON
<br />EXISTING PIPE SLOPE DIRECTION
<br />NEW PIPE. SLOPE DIRECTION
<br />SUBMERSIBLE PUMP
<br />BOLLARD
<br />WATER SURFACE
<br />TOP OF SLOPE
<br />IF SHEET IS LESS THAN 22x34
<br />REDUCE SCALE ACCORDINGLY
<br />�Immrlkl•
<br />CIP NO,
<br />1®8-001-06
<br />PROJECT
<br />NO. MT—ST-2017-1 1
<br />SHEET NO. 48 OF 176
<br />
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