|
_
<br /> * C • D
<br /> * E G • h
<br /> 1
<br /> 12" CAST IRON LOCKING RING
<br /> & COVER MARKED "C.0" ON LID.
<br /> CEMENT CONC. 30" S.Q. FINISHED LOCKING LID w/ NON-SKID TEXTURE
<br /> 1111111P ,CLASS 4000 GRADE CAST IRON
<br /> f SET BOX FLUSH WITH
<br /> 1,�.�.....,1..1., GROUND BOX CONCRETE SURFACE
<br /> Ir`I r /, ,� ,1, N
<br /> 1 ` ;::: .,...
<br /> NORTH • 1:;��:`,. :,`:;:`1 r
<br /> �!rCONC. SLAB,. . ,4 ,: . '` . ,,, .
<br /> FIBER JOINT r + 4 •. •4, .
<br /> '
<br /> PACKING •
<br /> - / i PVC LENGTH 1" IPS HOSE BIB ���sa±
<br /> AS REQ'D. 45' BEND ANTI-SIPHON
<br /> FREEZE RESISTANT
<br /> a 1" WATER PIPE LOCATION OF HOSE BIB BOX
<br /> OPERATIONS BUILDING TAPPED DRAIN PORT STATION OFFSET
<br /> 207+88 90.0' RT 2
<br /> 45' BEND OR WYE
<br /> "SITE BL" 206+02.2, 83.30' RT BUILDING LINE
<br /> NOTE: CONTRACTOR SHALL SUBMIT A CATALOG CUT FOR APPROVAL
<br /> TOP OF GRATE = 59.89
<br /> IN THE ABOVE TABLE ARE REFERENCED
<br /> S=0.75 THE STATION AND OFFSET AS SHOWN
<br /> "SITE BL" 206+60.2, 83.30' RT � � � TO "SITE BL" CONSTRUCTION
<br /> iYF
<br /> TOP OF GRATE = 59.89 --�-----6" DRAIN l -- _.---111111111111111
<br /> LW
<br /> 0 HOSE BIB BOX
<br /> At
<br /> TYPICAL CLEANOUT DETAIL N.T.S.
<br /> "' N.T.S.
<br /> * INSTALL EVERY 250'
<br /> ,,Q,, TRENCH DRAIN DETAIL OPERATIONS BUILDING 18" 3
<br /> yr N.T.S. (TYP.)
<br /> 6"
<br /> CO 1E 58.00Ark "-
<br /> (TYP.)
<br /> MPI ..� • • GEOTEXTILE FABRIC
<br /> NORTH •••I �, •
<br /> dpv4P4.
<br /> 6" FROM CONCRETE INLET *sop
<br /> o 4
<br /> TO CB C-602-2 DRAIN -°�--- PAW. 00 i
<br /> C--602--3TreAt O.,
<br /> 0
<br /> . _._. 411i .4 le
<br /> , RIOL41 a 0%41
<br /> 6,0,1,,, Me", V00%/4
<br /> , % ...„-4.,thAivost, .
<br /> 4 ()Ir ,1004"40 C 0
<br /> s• • oft* i •
<br /> TRENCH DRAIN gm
<br /> !UJIt- 101eAiskre• • go
<br /> "SITE BL" 208+05.48, 26.0' RT tdittAPItiatEM
<br /> TOP
<br /> OF GRATE = 59.56 S=0.75% "SITE BL" 208+25.48, 26.0' RT 6" DIA. PVC PERFORATED PIPE
<br /> 1111111
<br /> i' � � � � = 59.71 (SEE NOTE 1 BELOW
<br /> TOP OF GRATE
<br /> o 20 LF
<br /> GRAVEL BACKFILL FOR DRAINS
<br /> a
<br /> I
<br /> Q
<br /> U
<br /> Z
<br /> 0 ELM
<br /> UNDERDRAIN DETAIL
<br /> ,-;.- 0
<br /> N.T.S.
<br /> GENERAL NOTES:
<br /> M TRENCH DRAIN AND CONNECTION DETAIL
<br /> 1. HAZARDOUS MATERIALS ARE PRESENT ON THE SITE q-
<br /> °° AND MAY BE EXPOSED DURING EXCAVATION. REFERgiir
<br /> TO ATTACHMENT A TO SECTION 01900, IN THE N.T.S.
<br /> tx
<br /> N FIRST PARAGRAPH IN SPECIAL PROVISION TITLED
<br /> "ROADWAY AND SITE EXCAVATION AND EMBANKMENT". NOTES
<br /> 1. PERFORATED PVC UNDERDRAIN PIPE SHALL MEET THE REQUIREMENTS OF
<br /> 2. ALL WORK PERFORMED WITHIN 25 FEET OF ANY
<br /> ,' AASHTO M 278. ALL PERFORATED PIPE SHALL BE LAID WITH THE
<br /> H BNSF TRACK REQUIRES:
<br /> ,� PERFORATIONS DOWN.
<br /> 0 (A) BNSF CONTRACTOR ORIENTATION COURSE.
<br /> Q
<br /> i (B) A BNSF FLAGGER MUST BE SCHEDULED AT LST r , *a iln
<br /> ,i; -. 11,u a '10
<br /> CONTACTING
<br /> Q 2 WORKING DAYS IN ADVANCE BY6.21:---V1 140L
<br /> THE BNSF EVERETT ROADMASTER, WHO CAN
<br /> BE
<br /> "' PHONE AT (425) 304-6690. DME
<br /> 0
<br /> REACHED BY
<br /> o Drawing No.:
<br /> 0
<br /> 0
<br /> Scale.
<br /> SOUNDER COMMUTER� MARCH 15 2007 Designed By: YI � l�, � AS NOTED
<br /> BID DOCUMENTS — GEVERETT STA`TION
<br /> 1 ADDENDUM 2 — COORD. FOR: RTT20Filename.wn B : , 44,
<br /> - �,, C-611.DWG PHASE 2
<br /> Dra y No.: Rev.:
<br /> C-61 1
<br /> ION D � INCA ENGINEERS INC. .... WASHINGTON Sheet,..
<br /> JWY 400 112th Avenue NE 4, Contract No.: EVERETT,
<br /> 1� ' 1•�, Bellevue, WA 98004 � SOUNDTRANSIT RTA/CP 21—oso
<br /> Checked By: STORM DRAINAGE DETAILS /�/�
<br /> 14133 ��� `t``t
<br /> ,9
<br /> MYW �nit I STE4�� ti (425) 635-1000
<br /> i.N LDate: Approved: Date: Date:
<br /> Approved By: A Submitted:
<br /> 8--23-02
<br /> M EXPIRES: 09/09/2007
<br /> No. Date B Chk. A... Revisions
<br />
|