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A • B • C • D • E • F • G • H
<br /> CONSTRUCTION NOTES: LEGEND CONDUIT NOTES; il
<br /> 01 "SITE BL" 205+92.4, 65.7' RT 0CAP UTILITY LINE GENERAL NOTES: A _l
<br /> 2" COMPRESSED AIR STUB-UP 1. HAZARDOUS MATERIALS ARE PRESENT ON THE SITE ® CONSTRUCTION NOTE • CO - CLEANOUT BETWEEN STAIR TOWER AND ELEVATOR TOWER (WEST): nillfi
<br /> 10 "SITE BL" 206+45.6, 82.8' RT FOR INSTALLATION DETAILS, SEE 1
<br /> AND MAY BE EXPOSED DURING EXCAVATION. REFER � ©VP CAST 8"tip PVC PIPE (MIN. 18" BELOW FINISH GRADE)
<br /> t 2� 2" WATER 2" COMPRESSED AIR STUB-UP TO ATTACHMENT A TO SECTION 01900, IN THE Fin STORM/SANITARY SEWER NOTE INTO FOUNDATION FOOTING, EXTEND THE PIPE 2 FEET
<br /> (AGAINST OPERATIONS BLDG. FIRST PARAGRAPH IN SPECIAL PROVISION TITLED BEYOND EDGE OF INTERIOR FOUNDATION. INSTALL 90' NORTH
<br /> 0 2" COMPRESSED AIR WALL) "ROADWAY AND SITE EXCAVATION AND EMBANKMENT". ® WATER LINE NOTE ELBOW AND SCREW END CAP. INSTALL NYLON PULL 20 15 10 0 20 40
<br /> illElk�4 ELECTRICAL DUCTBANK lir 11 "SITE BL" 205+51.8, 74.1' RT 2. ALL WORK PERFORMED WITHIN 25 FEET OF ANY CONDUIT NOTE CORD. SCALE IN FEET
<br /> "SITE BL" 208+47.4, 88.7' RT BNSF TRACK REQUIRES: COORDINATE WITH ROOF DRAIN.
<br /> 0 2-1" RIGID GALVANIZED STEEL PRECAST ELECTRICAL PULL BOX A BNSF CONTRACTOR ORIENTATION COURSE.
<br /> CONDUITS PER CITY OF EVERETT O --, ; >` •
<br /> %ori , ;, , Biu �► Li Al ► ► •1
<br /> STANDARD DWG. NO. 805A & (B) A BNSF FLAGGER MUST BE SCHEDULED AT LEAST ' C,<-1 ''%•'
<br /> ®6 "SITE BL" 206+53.5, 95.1' RT© 805B TYPE 3 2 WORKING DAYS IN ADVANCE BY CONTACTING �"
<br /> 4" PVC SANITARY SEWER THE BNSF EVERETT ROADMASTER, WHO CAN BE _ 1'' " 18 REMOVE APPROXIMATELY 68 LF OF EXIST. 30"0 SD PIPE
<br /> 12 "SITE BL" 206+82.3, 85.1' RT REACHED BY PHONE AT (425) 304-6690. -- e i
<br /> LATERAL STUB UP ----- v - 19 "SITE BL" STA 208+51.1, 38.4' RT (CENTER OF CATCH BASIN)
<br /> TYPE 1 JUNCTION BOX PER ;} 1 ='f.-�S '� r ,! '�` '
<br /> 0 "SITE BL" 206+69.0, 85.1' RT CITY OF EVERETT STANDARD -'i" ;' ..1/--; ; ;A INSTALL CATCH BASIN TYPE 2 PER WSDOT STD PLAN B-10.20-00 1
<br /> ��.-----1,;, - '41--(,!-:',,,',r,$.2‘n , :' 1; ; WITH FRAME AND GRATE (RIM=59.5, IE OUT=53.90)
<br /> FLUSHING MANHOLE 48" DIAM.© DWG. NO. 805A & 805B r,.% �'::r-'• _ §;,,' ," I,:1
<br /> TYPE 3 --5- slog/, 20 INSTALL 14 LF OF 30"0 SD PIPE
<br /> "SITE BL" 206+74.5, 85.1' RIIIIV 13 2-1" AND 1-2" ELECTRICAL �:fr;_.,-.,.;-%--r • ;� _ j0 cost- 1
<br /> CONDUIT - STUB UP AT st._,T' 2
<br /> CONTROL VALVE BOX CHAMBER ;gam;,4 ! NN6CZ f 21 "SITE BL" STA 208+46.6, 23.0' RT (CENTER OF CATCH BASIN)
<br /> ;:. ,• ' ;:n CO 50'� _- INSTALL CATCH BASIN TYPE 2 PER WSDOT STD PLAN B-10.20-00
<br /> "SITE BL" 205+94.5, 62.0' RT ',1= �' E, , i j ! �s
<br /> '.c C; 1 wr'_ -.
<br /> 0 "SITE BL" 206+78.5, 85.1' RT© ti - :-'''''l f "T� \t1 '• �' (RIM=59.4, 7A
<br /> 1 .J E ��r,.�-- WITH FRAME AND GRATE RIM=59.4, IE=53.76
<br /> --"- .--
<br /> BROOK PRODUCTS 11 METER "SITE BL" 206+74.5, 81.9' RT !� \ ; o
<br /> BOX Q9 FLUSHING MANHOLE CONTROL .. •'' !, - I ., r==------; 1 c 22 INSTALL 46 LF OF 30"0 SD PIPE
<br /> 2" WATER STUB-UP PANEL FOUNDATION - - �; 1 '1 EXISS�?IG9A `; / ` K
<br /> ;1 � �p0�g5t gt 1Qi ,,✓ � 23 "SITE BL" STA 207+98.4, 23.0' RT (CENTER OF CATCH BASIN)
<br /> %'''~J '). f a MO- " ~�% " ��y_ h; INSTALL CATCH BASIN TYPE 2 PER WSDOT STD PLAN B-10.20-00
<br /> � N N r ,� t WITH FRAME AND GRATE (RIM=59.5, IE=53.30) crt
<br /> / '•_.,:•. u' I :e:�"`"' ;+ • I �'� �J �i, . _ GRATE SHALL BE INSTALLED OUTSIDE THE CONCRETE PAVED AREA
<br /> �� `'-J �t = H�'; ® 1 y • 9 l"�J' 24 INSTALL 16 LF OF 30"0 SD PIPE 0 C) •
<br /> i .. '' ✓� i iv,il�✓J N ti `` C19;70'
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<br /> t,r4- w / --'i"' CPN° G Es ^t © ��C19;7: '✓i•"• 1
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<br /> a' G X15 EX f\
<br /> '; EX\5 GRpD RQZE REP PO- W\N, p \\
<br /> n% 25 CONNECT 6"0 PVC DRAIN PIPE TO EXISTING CATCH BASIN ; O
<br /> - t' ;::•;�" '�""�PD�VE gOX S� SZRMjgpMPGE 1. "W E ORP ' ;of col14-C'110 ',,,-,....4_---
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<br /> \\ ,,,y a N N 1 " ,,-„,_:_p �� 1� •IQWE f - x i �5-04 rjjt �
<br /> (; .-� \ . 7 ,� +1 5,- ,s,.2_s.' m B GIN GQ e IF,, , /' ✓� %;- _ •^,/
<br /> :� :'.: c.;gip ;c . %, ,k,r', i 'max •1:i �- - �. „f tom _:
<br /> o� E VGE © ��{1 !� %�� t ' s =' i i�. ' s 6}p•illi\I
<br /> N: "�W -' 0 3�4 R © Q anti-`` . y ; `r ,„ • -- s"-/i'�f� `-- -`�rJ i '•, -.� '-k-',---�
<br /> �>'t-"' 20 6:.\ LVE W/ oX :,a"� 1 1" �, i i Xlst. :�, �;-te�l� 'y'^ / r �, ��---kr--.-.:-_,�ITCINE-NOTES (CONT.): •
<br /> y - \A.:' ,
<br /> / GO-G1,1\JAN':-:y`.s„-�- p�R \ !'% ;-�NNEGiER 1CNE i'it`. 1.� �' "- / X. /' -`} ` '; i •o^..,.'X Jl�' '`�-'' Jf
<br /> P5S IR r ^_ii R 10 _, _;ii G" WPB B / ; �'� X�� ,r 34 "SITE BL" STA 206+31.2, 55.4 RT
<br /> \ \ \ Ili
<br /> p ;;. ,:� - SS EL V P pff 41 ' ;i •r\,_2,,,,, -,1"-z.\-I ll .^,�'�
<br /> ,<\.,;\ :,e` G s WE E ZO , t i 0 ,m 1 r;,..:::-.g-,--,-1-_---_-.--,------y ✓ = . / INSTALL 2" TEE
<br /> \\ 'A\
<br /> . r;,;°•,-
<br /> : " TOP 60.1 -- -.-• __-k--i '' 1 --....----.:---_, \;_-\---.--..7.--- 38 INSTALL 1"0 COPPER WATER LINE
<br /> `i:'` '� it ,,.a<.� VE W/ OX r�a-'-^-�^• "`. . � ' •_'"r- "
<br /> o; c �r., �� t Ggf-V P V p:\,VE g z� a ® O _---'0' '� ----------4-,- _'t-'"`- . ,--_,--:----=%-:,,,,,,,„__,-----
<br /> _---- i t�mss, J R N �� yl - 40 "SITE BL" STA 205+98.5, 55.4 RT
<br /> ' 2 sZ 1 0 - a N'tt�� ` ,'' CE 56`1'' ;`„_'' := �J-;.%' - ,'r.�' INSTALL 2" WATER METER PER CITY OF
<br /> ss' nc ��?- 4 ; W/ OX O 2-(0 R y '''`•-✓-`' 1. R c'=`"•-�%.-��' -' , . . 4
<br /> '- (.•^,'=` G--''"r vPL vr.e DUCE V\ ©�► !��in G i t 'z - •--'•-' 1 . ► l l • EVERETT STANDARD DRAWING N0. 502C
<br /> i( GPS VPC RE N• I ---- -��j �!''',---
<br /> ' 2 S IRON ` �e `° �- °~ .,. '� 'r i fJ''' 41 "SITE BL" STA 205+81.8, 76.2 RT
<br /> . RESP°R CP O ` Ot �� ..� -t;� t _xy -y °�,, / �/- 1 "SITE BL" STA 206+31.2, 38.1' LT O
<br /> OMP ,/ - r ;'�. �� \ ;.- .�'`'".>>�! '`- O SERVICE LINE
<br /> 4 a~`"" R G � ':♦ 104:,6.1.
<br /> i = TO EXIST. 2" WATER SERVICE. CAP 2 0 WATER SERI E
<br /> N- .}-�=�. a- '___ CONNECT
<br /> E. NI PIKE Z �` � O >v x- �`j/'Ru / a.
<br /> TRPS s0 P •\1 O ',=
<br /> 4 ENGLO ,,PP
<br /> 5 1416 -�� ;' K CEN..-='---i;..,�:•,;,--.. --� ;,,„:„.^ '- ..- _*`-cz 3 p
<br /> j�Nl( }91 0 r��GO gVllO 7 ` g• CZ N �::: 1 rp0 2 "SITE BL" STA 206+31.2 28.9' RT 42 "SITE BL STA 206+46.4, RT
<br /> _--
<br /> 0\J-,c"50.. 20 Z1QNs - • ��,►i 6 �L J 0 %i vim" / '1
<br /> sl C op ® : ..� Qom'=11111'
<br /> � �•,' SICP __,,,r----- \1A INSTALL 2"x2"x1' TEE. INSTALL STUB-UP MEASURED 36" FROM
<br /> �_��� ERE` �� °:7-,'_--%<'-'''''----- -
<br /> _ l ° r/ f - X� ICN FINISHED GRADE) AGAINST BUILDING WALL
<br /> g. s'`v " ®g6 .���r; ,t Q ® ` , �- _"'l- f„ `'D. -/ ` r__,..� = MP 3 "SITE BL" STA 206+31.2, 62.9' RT
<br /> r 5 INSTALL 6 0 PVC SANITARY SEWER PIPE. •
<br /> ..c.,;',','...,,.. .,0.._'114*, � p�C--.::,%--
<br /> --,,,,,,,-----
<br /> � '=� '" __ .--`'" r,;.�•l _ INSTALL 1" WATER METER PER CITY OF
<br /> • �� rr� �XI C G 6"0 `'' "��_' EVERETT STANDARD DRAWING NO. 502C. C-605
<br /> u • � ." ''. 1.''""
<br /> �� s1t1 /% r
<br /> ---,.:-;,-0J-;:----;'----:-,"- '. c,,- ------ A , s, -....-x-_-_,...0-'s, !'EGC ZO `r<< .. 6 INSTALL 6"0 PVC DRAIN PIPE. s 1,.r-1€
<br /> f ; �� • N ;at! 206} 6' - , ___>„:„-- STORM 4 "SITE BL STA 206+62.5, 69.9' RT - ``� ',re:,
<br /> tv' ",..--;,-,--s2:4,,',,.. si �� ..J- %' 0 "SSE _� �!�!�'' SANITARY SEWER NOTES' 7 INSTALL 6"0 UNDERDRAIN PIPE. SEE © INSTALL 1" TEE. ,'g,V. .� l
<br /> i ':;;'-'st f -'-1= ,,r,c cr:� - ��~ /- ;-' }456 11t - :-•�--'",-' FOR DETAIL. ,I \'
<br /> TOP - d •- x .. 2°5�'g2•a Q "sly g, 2p6 t%-- '-- 5 "SITE BL" STA 207+87.3, 28.9' RT C-604
<br /> y�$� n `~ ;' �`=� "`Ji/ 1 "SITE BL" STA 206+55.0, 35.4' RT
<br /> j �3'" , .--,,,,-;:".,,r,-5 :1-µ r gCL_ __--;_--,:----"-_,>,-
<br /> ,-7_5- 8 e'.• • T C_ C BASIN O
<br /> _ -�yk'.„, -- "51, R1 '' �' ADJUST EXISTING CB TO GRADE (RIM=58.46) INSTALL 3/4" WATER METER PER CITY OF }C-603
<br /> '' /.`"- ---„i.,,,,_
<br /> ' .CRO(-- . t-E ' .vvt./ ,.rte
<br /> I.E. (30"0 SD PIPE) 53.14 EVERETT STANDARD DRAWING NO. 502A. „ I�
<br /> - MU�R R-. ' •` GENERAL NOTES =� `'-- 2 "SITE BL" STA 207+84.2, 35.4' RT I.E. (6"O PVC DRAIN PIPE) 53.64 �u ,,,_ 9 ~f 1 ri
<br /> EXIS- %" 1. WATER LINE THRUST BLOCKS - ADJUST EXISTING CB TO GRADE (RIM=58.48) O6 INSTALL 2 0 WATER SERVICE LINE. Y , 7.4 Fi 4
<br /> IN ACCORDANCE WITH CITY OF 9 8 PVC SANITARY SEWER uk No 3, .1
<br /> ` tk'
<br /> i
<br /> NOTE EVERETT STANDARD DRAWINGS 3 '- STA 208+' '--.1 RT 14 NOT USED 7 INSTALL 1"0 WATER SERVICE LINE. a 'r
<br /> 1. SEE MECHANICAL PLAN M-101 FOR 505 AND 506. GENERAL NOTES INSTALL ••"-_` ,
<br /> 2. PAVEMENT ADJACENT TO ALL 3. CANOPY STORM WATER CONNECTION
<br /> ' ' = 59.35, IE = 56.5• 8 INSTALL HOSE BIB BOX. SEE MI
<br /> CONTINUATION CONNECT ROOF DRAIN STUBS. A 15 INSTALL TRENCH DRAIN. SEE O FOR LOCATION AND DETAILS. :.;<
<br /> Air /
<br /> 2. THE CONTRACTOR SHALL FIELD LOCATE CATCH BASINS AND STREET IS INCLUDED IN DRAIN•GE/CONDUIT 4 "SITE BL" STA 208+05.5 TO 18 CCL
<br /> EXISTING UNDERGROUND UTILITIES FOR INLET GRATES TO BE STENCILED AT COLUMN BASE © Q STA 208+25.5, 26.0' RT 17 "SITE BL" 205+76.2, 85.1' RT INSTALL 3/4"0 WATER SERVICE LINE. v g
<br /> 0
<br /> CONNECTION. WITH A "SALMON LOGO" AND TEXT INSTALL TRENCH DRAIN. SEE CAP 8"0 SANITARY SEWER ,p.,
<br /> "DUMP NO WASTE DRAINS TO RIVER" W FOR CONNECTION DETAIL. w IE=51.42 DAIS DY
<br /> BID DOCUMENTS - MARCH 15, 2007 Designed By: G•YI• C Scale: SOUNDER COMMUTER RAIL Drawing No.:
<br /> A ADDENDUM 2 - COORD. FOR EVERETT LAYOVER JWY ti�ot WA 4.44, illk*CA
<br /> t 1"=20'
<br /> EVERETT STATION C-602
<br /> Drawn By: �� ��-: XZG---:t
<br /> Filename: C-602.DWG PHASE 2
<br /> FACILITY EXPANSION - DECEMBER 3, 2007ilph .
<br /> My .t '� - INCA ENGINEERS INC.
<br /> 6/2/2008 INCA RELOCATION OF 30"0 STORM DRAIN PIPE 4 400 112th Avenue NE
<br /> Checked By: ') 1 ('r Bellevue, WA 98004 '�p� � �+QUNpr�Nsltr Contract No.: EVERETT,WASHINGTON Sheet No.: Rev.:
<br /> 14133 O (425) 635-1000 �'�]�! .7 RTA/CP 21-06
<br /> MYW sfoNAL ,` SOUTH PARKING LOT
<br /> 'Approved By: Submitted: Date: Approved: Date: Date: 8-23-02 STORM DRAINAGE AND UTILITIES PLAN elk\
<br /> mNo. Date By Chk. App. Revisions MYW ,EXPIRES:09/09/2007 I
<br />
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