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A 0 B 0 C 0 D 0 E 0 F 0 G 40 H
<br /> ff " " -- t -- SOCS RIM=55.19
<br /> 8 X8 X6 TEE -_- `r IE$a RCP t-51.29
<br /> (FLxMJxFL) 6 GATE VALVE { _-
<br /> - I S.49.59 trill
<br /> 49.5
<br /> (MJXFL) '} - 0l IE 8"RCP N=49.59 1
<br /> \ \'',6 \ , - \ t FL 24"?IOW-SE=3$.54
<br /> 1
<br /> t 111,
<br /> \ l' \ffWATER LINE NOTES \. ,� , NORTH
<br /> 6 DI PIPE 0 C."6°4 1,°,,,,. ; SHALL NOTa 0 E CONTRACTORS ACTIONS„ a, f :t t p t ` F20 15 10 0 20 40
<br /> THRUST BLOCK 9 H STA 1000+02.8, 33.5 RT ti DIMINISH SECURITY TO THE CITY O:-,, \ -� `' EVERETT PARKING AREA. FENCING
<br /> • \ INSTALL 6 TEE, CONNECT 0 { \ ,t SCALE IN FEET
<br /> SI- DISTURBED FOR TRENCHING SHALL BE� � Property Line TO EXISTING 6" WATER MAIN. \ � � \
<br /> �✓ \ t •\ t i
<br /> 8" GATE VALVE °‘4. -
<br /> '� \ SAWCU ; ' \ ; REPLACED.
<br /> 8 DI PIPE ,> >, t t G NERAL NOTES:MJxFL10 E1 STA 30+29.6, 5.0 LT \ tl \10
<br /> ( } �� EXISTING ,A�t � \ � Exist. R/W .'.
<br /> INSTALL 11 1/4 BEND MJxMJ. t PAVEMETAT. ,
<br /> t 1 1
<br /> toilt#, , MINIMIZE • ,\ 1. WATER LINE THRUST BLOCKS
<br /> 0 » » f �CI� ;�i4� 54.1$0
<br /> Ark CONNECTION DETAIL E1 STA 31+88.4, 5.0 LT TRENCH \ iE 6..C01 C N.51.51 IN ACCORDANCE WITH CITY OF
<br /> -60 N.T.S. INSTALL 45° BEND MJxMJ. \\ `i WIDTH 10 \ \ EVERETT STANDARD DRAWINGS
<br /> \} \ GENERAL NOTES. 505 AND 506.
<br /> 011111- 1110411010k
<br /> 1 \,,,
<br /> 0 "El" STA 31+92.1, 1.3' LT }}, �. �� -'' 1. HAZARDOUS MATERIALS ARE PRESENT ON THE SITE
<br /> •• ' 11101.100.,1° \
<br /> �, `� �- XCAVATION. REFER 2. PAVEMENT ADJACENT TO ALL
<br /> INSTALL 22 1 2 BEND MJXMJ. t : AND MAY BE EXPOSED DURING E101001""--
<br /> / \ \--
<br /> ` `�'✓ MENT A TO SECTION 01900 IN THE CATCH BASINS AND STREETTO ATTACH0 1, \ `; ! FIRST PARAGRAPH IN SPECIAL PROVISION TITLED INLET GRATES TO BE STENCILED -
<br /> \ \ "El"0STA 31+95.2, 6.3' RT \ ff
<br /> �- • ; . ROADWAY AND SITE EXCAVATION AND EMBANKMENT". WITH A SALMON LOGO AND TEXT
<br /> \ \ 15 UTILITY EASEMENT � ` � INSTALL 11 1/4 BEND MJXMJ. ��`� �'' � � � �� ff
<br /> \ \ 0.% --�- --' ---*i-- r ' DUMP NO WASTE DRAINS TO RIVER
<br /> `� \ 2. ALL WORK PERFORMED WITHIN 25 FEET OF ANY
<br /> K14) "E5" STA 500+05.2, 3.0' RT `, `��
<br /> vo\--
<br /> �/� 21/40' Allik-60 �' BNSF TRACK REQUIRES: 3. STATION AND OFFSET OR
<br /> U, N CONNECTION DETAIL \,A
<br /> �" n �,, \-,,e,
<br /> { � L COORDINATES SHOWN FOR CATCH. �`� � (A} BNSF CONTRACTOR ORIENTATION COURSE.\ „ \ ,t `� '2 \ BASINAREMEASUREDTOCENTER\ �o N \A\ \ \\ 15 E5 STA 500+04.5, 13.4 RT \ \\ 2 \`�• N FIRE HYDRANT ASSEMBLY PER CITY OF oGi (B) ABNSFFLAGGERMUSTBESCHEDULEDATLEASTOFGRATE.\fir°
<br /> ZN G s tom, O •Z2 WORKING DAYS IN ADVANCE BY CONTACTING
<br /> o�,, EVlE„ H I STA ARD DRAWING NO.I 507 \ , k
<br /> - v+, GN o �, , ,.; 0 THE BNSF EVERETT ROADMASTER, WHO CAN BE4. INSTALL GRATES WITHIN GUTTER
<br /> 4 _ REACHED BY PHONE AT (425) 304-6690...,:,
<br /> • \ 16 "E1" STA3346.3 23.8' LT �, 0 LINE IN ACCORDANCE WITH CITY\ \ 0 6 ff a, \ INSTALL 3/4 WATER METER PER CITY OF , \ OF EVERETT STANDARD DRAWING
<br /> 1 \ t y t \ N0. 407.A . �' 0 EVERLI I STANDARD DRAWING N0. 502A. , t :, \\ 17 \ \„t \ � \\ \\ 0 INSTALL 8 0 DI WATER LINE. :t �,. cp \ \\, \ \ \
<br /> - \ , , \
<br /> o "E1 34+02.94 = • �, \ :f , t �•�G ` \ \\"E2" 50+00 $ \ 18 INSTALL 3/4 O WATER SERVICE LINE. t '� \ v‘•c, \ \ \*\
<br /> i , , ,� (--) "E1" STA 31+65, 20' RT � \ � � � � �o 3 \ ADJUST EXISTING MANHOLE TO GRADE \ \ \ \
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<br /> l ?``
<br /> ;� 9f f1 �S \ \
<br /> \\ E1 STA 33+46.3, 64' RT '\ \
<br /> (36) NOTES:
<br /> W o 01 Z } CONNECTION PER CITY OF EVERETT }:\ \ .fig'S8 o Cn \ \ 'l
<br /> \ i, �` •4 \ STANDARD DRAWING NO. 502A 3/4" 1 ; „ „
<br /> �',\ \\_, �, S s � tt \ \ 10 E1 STA 31+12.9, 38.9 LT
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<br /> ,e---'' \ METERED SERVICEt ,� i \ ADJUST EXISTING CATCH BASIN TO GRADE
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<br /> \ 6---
<br /> }. "H" STA 1000+02.8, 21.5' RT \ \ ! "El"
<br /> 2.7' RT
<br /> \\ INSTALL 8"x6" REDUCER MJxMJ \ V - 11 STA 31+16.6,
<br /> \ \, 36 .. . t; \1/2, S ADJUST EXISTING CATCH BASIN TO GRADE
<br /> \ 1111W \
<br /> \ \\`'3
<br /> o \
<br /> o INSTALL 6"0 DI WATER LINE. ` \ \ \
<br /> ' OOF D"AIN S E \ CO '\ `, o \ i \ ' 12 "El" STA 30+43.7, 0.4' RT
<br /> R { \ \
<br /> MECHANICAL P N 4-102 \ .. Exist. R/W ;� \ o � � \ ADJUST EXISTING CATCH BASIN TO GRADE
<br /> F CONTIN ATI 0`�ONNECT �i_ . \ ' o -:
<br /> F DRAIN T 5,
<br /> EAST 3 A.
<br /> \ ', ', 0 \ \,\
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<br /> 13 "E1" STA 30+30.1, 11.5' RT
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<br /> RCP E•`�2.38� � � � ��; --- k er`� s CII=N, -' �� STORM SEWER STRUCTURE NUMBER. \-0,._
<br /> I •ST o \ �' t �.,_ IE 8�CIS 52.1 t \ #Q 32.75 ! 0 15 35 '� - n ; _r , \--- REFER TO DRAWING C-606 FOR
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<br /> LEVATOR �j�: _ _ __ _ ___ -' fPROFILES ,,tia6O4
<br /> CD \_ WER . 6G�. .� .., . L ,.. ---���.- �:�.: :��� _ _ _._._._...___ __ ._ ,.._.�... _ _ __._._ _ _._ _ ��- ,: � REFER TO DRAWINGS C-609 AND .r,-
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<br /> • A P,opert Line x TE VALVE _ - _ _ / _ t :atii ,�
<br /> \ 0,,i_.
<br /> CONDUIT NOTES: \ _ ` ,°�'' ,
<br /> \ 1 c-602
<br /> � _ -- - CL__ _.-...-�.�__ TION �, � F��4\ D STREET . -31 0 _ _ __ - t _ _...�,► .. ;:
<br /> „ .+o� y _ -- +- LINE NOTE.i �� N89 24 �__ n1• �,: --, .• ■ ..�. {, i • c�TY?'_.._.. _.. � WATER .t‘
<br /> BETWEEN STAIR TOWER ANDmAIIII r. -
<br /> NF .i ff N 89 24 22 E
<br /> . % 12 ..ELEVATOR TOWER (EAST) �,! _ _ „ . II� � •-�. roc^-r:� .:-rr - Ir,s"' _� -..--TITa rr 1' +r�'.0 J �-Ys�.a.4`t-t't'`s•F----'_._*. �.�. 8i`� NE v�G.2 � Altk \
<br /> �f ff \; }.� /--GA,�1,Ir�� _ --- j E1 30+0`0 k CONDUIT NOTEE'_ AI
<br /> W
<br /> '�' BOTTOM 51.24 t „ „
<br /> CAST 8 � PVC PIPE (MIN. 18 \ � � ��. �y fi) ft .. _._..__., _.�.�,. ..._--
<br /> � .'-- � 1,2n�_?� � �` , „„_ .,,0.00„0\,_-_
<br /> BELOW FINISH GRADE INTO \ k , Arsimr.
<br /> P 32 . o7\ ---._...---�� ® NORTH
<br /> � .� E1 A. � o O 0 ����� �I 1'"OKEY �,AN_ /\ �0000�))i `CCCO�»> CCO� !
<br /> PRESERVE AND., 11 E
<br /> Z FOUNDATION FOOTING, EXTEND \ �.,, •� ;__�_ �_ _„, _ _, E3 1��+�. +
<br /> cry _. 4D
<br /> THE PIPE 2 F E ET BEYOND EDGE \ \ -cI IP -- - __ _ _ .. _ _ ___ __�, 1
<br /> .___ -- ----- -----= ---------------. -. __ . _.�_.- ..._ , PROTECT E I ST 1� �. .:
<br /> u{ T-IL3L..iZ _. is''' ... �_._....-_ __... .__...-_._-• 0 1_._.)ft..-._��f,.(„�..». \-� "'".�.�IJrY�'_`....._ _.i. - _-__ ._.�.- {".•(�T...._.....r,....,-. _ -.._ _...�. 'L ;,_ _STOR ,.�. ___.. _ ___ _�,. .__- _.-...__._ __ r , ,, ,•r .i
<br /> OF INTERIOR FOUNDATION. _s�,_�.� __..�____ u cc .c7! _ _ _ M. DRAIN - ,
<br /> E ,;; -} / S89 00 50 W _ _ _ -_._ ,... --~--- ° ._.___ •`� -..
<br /> t �. CAB-E _ _:� STRUCTURE a
<br /> Q INSTALL 90 ELBOW AND SCREW _ _ _ - - - -- ! ---
<br /> ° ODIC != CONC. `,:c;QRS PQ s S �:. t} ;:,
<br /> i 7
<br /> �`\,,, _ T SFORME: t,. 82.70 �_.'R �, I I...t, � C O' Exist. R W -\ t� `- '.. �r .,. ,i ' ,I
<br /> N PULL T .�-_ x�� / U ii
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<br /> END CAP. INSTALL NYLON ,,_ ww- _ __ �;
<br /> f X _ \
<br /> CORD. , \'7,..,
<br /> 15 UTILITY EASEMENT cad c. ,- ,c f71�.I I . t i,. ---�.---\ \ I�-I.5'.11,53.57�2 .-- -° I!.'''', 4/1.
<br /> o UILDING C ....i.13" n -J'C.:1 c^ .. g t;., ` \j ; ca y IF.�# P\'C I�#=54.s�f 'rs :. <r� ,�L coyt ��o COORDINATE WITH ROOF DRAIN. `t u , 10 ri w u_;� r.
<br /> s
<br /> c3�_; cc. li t 1
<br /> DAT
<br /> Desi ned B "'" �: Scale: Drawing No.:
<br /> BID DOCUMENTS MARCH 15, 2007 g y yj ,�1. „- , SOUNDER COMMUTER RAIL
<br /> /j\ADDENDUM 2 - COORD. FOR EVERETT LAYOVER 44tiJWY �ot WAs j,4, 1 =20 C-603
<br /> FACILITY EXPANSION - DECEMBER 3, 2007 Drawn By: ',' 4ZGFB
<br /> I%CAFilename: EVERETT STATION
<br /> M .� ' - r INCA ENGINEERS INC. C-603.DWG PHASE 2
<br /> JWY _ � i:P.'
<br /> , 400 112th Avenue NE 44:17...i. T Sheet No.: Rev.:
<br /> 8 Checked B : 111, Bellevue, WA 98004 4 Contract No.: EVERETT,WASHING ON0Yo ,� 14133 (425) 635-1000 SOUNDTRANSIT RTA CP 21-06
<br /> MYW js ,is,0,,, SITE G
<br /> o Sioni,,''` A roved: Date: Date: 3 V
<br /> Approved By. Submitted. Date. pp 8-23-02 STORM DRAINAGE AND UTILITIES PLAN A
<br /> No. Date B Chk. A... Revisions MYW EXPIRES: 09/09/2007
<br />
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