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A 0 B 0 C • D • E 0 F • G 0 H
<br /> PLATFORM FINISHED GRADE
<br /> 0114 BROOKS PRODUCTS #67 PULL
<br /> BOX, STEEL COVER - BOLT E/C2'xr CONCRETE FOUNDATION
<br /> BROOKS PRODUCTS #11
<br /> kir......0y DOWN, OR AN APPROVED EQUAL
<br /> 2-1"0 RIGID METER BOX, CONCRETE
<br /> (\1 L GALVANIZED STEEL COVER, OR AN APPROVED
<br /> TYPE 3 MANHOLE CONDUITS- EQUAL
<br /> NORTH -2 4 Q , TYPE 1 JUNCTION BOX
<br /> PER CITY OF EVERETT
<br /> 36" MIN.
<br /> /STANDARD DRAWING NO.
<br /> 1-1"O RIGID 805A AND 805B 2" MIN.
<br /> 8"0 PVC SS `7"-GALVANIZED STEEL 0
<br /> 6" MIN. CONCRETE ENCASED
<br /> A CONDUIT
<br /> A 0000 psi)
<br /> 1 3" MIN.
<br /> ilimemiii
<br /> L 2"0 COPPER WATER
<br /> , 2-1"0 RIGID GALVANIZED
<br /> 6,1 STEEL CONDUITS (FROM
<br /> DUCT NO. #4 AND #5) INTERMEDIATE SPACER
<br /> BASE SPACER At rAlt
<br /> mr4tHey) ii mai i
<br /> 2" MIN. DUCT NO. CONDUICT
<br /> 1 2"
<br /> 2 2" ONDUIT SCHEDULE
<br /> DESCRIPTION
<br /> LIGHTING CIRCUIT
<br /> F En
<br /> LIGHTING OR RECEP SPARE 2 ia-M
<br /> USE SIDE FORMS 3 2" SECURITY/COM (CONDUIT ONLY)
<br /> WHERE NECESSARY Nifr 111, la
<br /> —1.-
<br /> ,.... 4 1" RECEPTACLE CIRCUIT
<br /> --\
<br /> 3" MIN. _ 5 1" MANHOLE FLUSH CONTROLLER
<br /> ------------\-
<br /> , ELECTRICAL DUCTBANK
<br /> . ./</</Sq.</</Sq< NOTE: ALL ENCASED CONDUITS TO BE PVC SCHEDULE 40
<br /> L
<br /> ..
<br /> ELAN B , .., . 1... ..Il
<br /> POWER GROUP COMMUNICATIONS
<br /> g_ •
<br /> RIM 59.94
<br /> N.T.S. ii PLATFORM FINISHED GRADE
<br /> --\
<br /> 60 60 0 DUCTBANK (20"x12")
<br /> . Agi L L J L J
<br /> O 0 .' N.T.S.
<br /> —
<br /> ,.....
<br /> 58: -a" : 58 8" PVC SANITARY SEWER
<br /> • CONSTRUCT CHANNEL-. I3
<br /> 57:' & SHELF IN FIELD „_.,---2-1"0 RIGIDTOP OF SEWER STUB UP
<br /> GALVANIZED
<br /> 56: b A ESXHIASLTLINGMARTACIHLRTOOAPD OF
<br /> E
<br /> CAP 4" PVC
<br /> 56.0 -\\ - -SANITARY SEWER
<br /> 55
<br /> N**1.. yi 61:i [...-- --...-1 -0-615"
<br /> _......., „,._. ....._, (,/ STEEL CONDUITS (FROM
<br /> . :. DUCT NO. ::#546 AND #5) FLOW
<br /> d
<br /> . 55
<br /> -----) \
<br /> — _yr-
<br /> 54: : 54
<br /> I.E. 54.49 . CONNECT WITH A "WYE" . •
<br /> 53: : 53 .
<br /> I
<br /> • ID ......
<br /> 52 52 ......... <,..;
<br /> 4" PVC SANITARY SEWER LATERAL
<br /> CAP 1"0 RIGID CONDUITS SECTION A-A 4" PVC SANITARY SEWER LATERAL
<br /> 2'x 1' CONCRETE N.T. S.
<br /> FOUNDATION 1 PLATFORM FINISHED GRADE 8" PVC SANITARY SEWER
<br /> ,
<br /> --N
<br /> 60 CAP 1"0 RIGID t
<br /> W
<br /> • 1 - 1-..--6" .
<br /> . CONDUITS (#4 AND 5)
<br /> PREMOLDED MATERIAL
<br /> - 59: : 59 CAP 1"0 RIGID CONDUIT , I.E. 54.00
<br /> I.E. 54.17
<br /> al" CONCRETE SLAB
<br /> 58: 58 PLATFORM FINISHED GRADE -\
<br /> D
<br /> 0-
<br /> 57: : 57 -,; .' . I.:::;..,..: .:..:: ° :''...:4..:;.„.'11,1:': *.: : .;'. . *'''' s's 1.7 I PLAN SECTION D-D
<br /> . 4,. .. .. J, . . . . ° ..1 .... ,2 . .
<br /> . a<r.; ...... .. 4, . . 11 II. ".,. ... 4* ., ,• %. N.T.S. N.T.S.
<br /> g 56: : 56 :. . .. •*; .1) A Li.- -. 0
<br /> (.,
<br /> ,-) PREMOLDED MATERIAL . : ,. •'' • ' --'. T 4110 4" SANITARY SEWER LATERAL
<br /> / 55 . . , •. .,
<br /> GENERAL NOTES:
<br /> CONCRETE FOUNDATION HH L--3" MIN. 1. HAZARDOUS MATERIALS ARE PRESENT ON THE SITE
<br /> cn BROOKS PRODUCTS #67 PULL 2'-0"
<br /> . 54: . . . . . . BOX, .STEEL COVER .- BOLT : 54 2'-0" x 1'-0" x 12" DEEP AND MAY BE EXPOSED DURING EXCAVATION. REFER
<br /> e, DOWN, OR AN APPROVED EQUAL • TO ATTACHMENT A TO SECTION 01900, IN THE
<br /> FIRST PARAGRAPH IN SPECIAL PROVISION TITLED
<br /> 2 53: : 53 SECTION C-C "ROADWAY AND SITE EXCAVATION AND EMBANKMENT".
<br /> N.T.S.
<br /> .-->- 52 52 2. ALL WORK PERFORMED WITHIN 25 FEET OF ANY 5
<br /> BNSF TRACK REQUIRES:
<br /> SECTION El:±3 (A) BNSF CONTRACTOR ORIENTATION COURSE. 0 1
<br /> (,)
<br /> z
<br /> NTS. . .
<br /> (B) A BNSF FLAGGER MUST BE SCHEDULED AT LEAST
<br /> 8 2 WORKING DAYS IN ADVANCE BY CONTACTING
<br /> 0 FLUSHING MANHOLE Sc CONTROL VALVE BOX CHAMBER THE BNSF EVERETT ROADMASTER, WHO CAN BE ' '' 1,ale--..
<br /> 2 REACHED BY PHONE AT (425) 304-6690.
<br /> o
<br /> DATE0
<br /> 0
<br /> 0
<br /> BID DOCUMENTS - MARCH 1 , 2007 : Scale .:
<br /> 5Designed By ,I;Iv, Ms *7 SlSOUNDER COMMUTER RAIL Drawing No
<br /> , A ADDENDUM 2 - COORD. FOR EVERETT LAYOVER JWY \\-,,,,, w,4, 44, A3NStk
<br /> fi,p AS NOTED
<br /> , t, ift V 1%C.A. EVERETT STATION C-61 2
<br /> FACILITY EXPANSION - DECEMBER 3, 2007 Drawn By: Filename:
<br /> ..,.
<br /> MY % 4,1`.4 I' INCA ENGINEERS INC. VG-D. dm C-612.DWG PHASE 2
<br /> „
<br /> 400 112th Avenue NE
<br /> 8 Checked By:
<br /> 't, 14133 t., 3 Bellevue, WA 98004 Contract No.: EVERETT,WASHINGTON Sheet No.: Rev.:
<br /> (425) 635-1000 IP/1716($. SOUNDTRANSIT
<br /> my, v,orsTov\ RTA/CP 21-06 DUCTBANK AND FLUSHING MANHOLE
<br /> ,Approved By: Submitted: Date: Approved: Date: Date: 44.3
<br /> ..,- DETAILS
<br /> No. Date By Chk. App. Revisions MYW I EXPIRES:fti I.i I 8-23-02 A
<br />
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