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A • . • • 0 F • G • H
<br /> CONSTRUCTION NOTES: B C D LEGEND E
<br /> _
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<br /> / \0 "SITE BL" 205+92.4, 65.7' RTCAP UTILITY LINE
<br /> 0 GENERAL NOTES:
<br /> X
<br /> BETWEEN STAIR TOWER AND ELEVATOR TOWER (WEST):
<br /> - 2" COMPRESSED AIR STUB-UP
<br /> 1. HAZARDOUS MATERIALS ARE PRESENT ON THE SITE 0 CONSTRUCTION NOTE • CO - CLEANOUT 1
<br /> 11) "SITE BL" 206+45.6, 82.8' RT
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<br /> AND MAY BE EXPOSED DURING EXCAVATION. REFER
<br /> FOR INSTALLATION DETAILS, SEE
<br /> C-61 A CAST 8"0 PVC PIPE (MIN. 18" BELOW FINISH GRADE)
<br /> 0 2" WATER 2" COMPRESSED AIR STUB-UP TO ATTACHMENT A TO SECTION 01900, IN THE # STORM/SANITARY SEWER NOTE
<br /> ' '\ INTO FOUNDATION FOOTING, EXTEND THE PIPE 2 FEET
<br /> (AGAINST OPERATIONS BLDG. FIRST PARAGRAPH IN SPECIAL PROVISION TITLED
<br /> BEYOND EDGE OF INTERIOR FOUNDATION. INSTALL 90' NORTH
<br /> 0 2" COMPRESSED AIR
<br /> _/ WALL) "ROADWAY AND SITE EXCAVATION AND EMBANKMENT". 0 WATER LINE NOTE
<br /> ELBOW AND SCREW END CAP. INSTALL NYLON PULL 20 15 10 0 20 40
<br /> Allilli
<br /> ii;\ CONDUIT NOTE CORD. .... ----,
<br /> ..... -
<br /> 0 ELECTRICAL DUCTBANK _61 41) "SITE BL" 205+51.8, 74.1' RT 2. ALL WORK PERFORMED WITHIN 25 FEET OF ANY A
<br /> SCALE IN FEET
<br /> - „ ,p, -
<br /> "SITE BL" 208+47.4, 88.7' RT BNSF TRACK REQUIRES: ---- COORDINATE WITH ROOF DRAIN. •- .„--,--,,,,
<br /> O
<br /> 2-1" RIGID GALVANIZED STEEL PRECAST ELECTRICAL PULL BOX . , „____-
<br /> ---
<br /> - CONDUITS PER CITY OF EVEREI I (A) BNSF CONTRACTOR ORIENTATION COURSE. u•..,-51,. A.,....,,
<br /> 7
<br /> ----------'--- --
<br /> , C
<br /> - STANDARD DWG. NO. 805A Sc (B) A BNSF FLAGGER MUST BE SCHEDULED AT LEAST ',." to 4 -----
<br /> \ - 1 )1,
<br /> , I Ill ----- -
<br /> 0 "SITE BL 206+53.5, 95.1 RT 805B TYPE 3 2 WORKING DAYS IN ADVANCE BY CONTACTING / _.---
<br /> I ___,---_--
<br /> -
<br /> 4" PVC SANITARY SEWER
<br /> -61 THE BNSF EVERETT ROADMASTER, WHO CAN BE
<br /> LATERAL STUB UP , , "SITE BL" 206+82.3, 85.1' RT REACHED BY PHONE AT (425) 304-6690. S,.-40---- I ...----
<br /> _
<br /> -------:,...4- , 4 ___--
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<br /> TYPE 1 JUNCTION BOX PER
<br /> „-,---------- fw
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<br /> 14 10111ro
<br /> O "SITE BL" 206+69.0, 85.1' RT CITY OF EVEREI I STANDARD ';--' ; ,,).,
<br /> FLUSHING MANHOLE 48" DIAM.AM DWG. NO. 805A & 805B _ - .-------- -
<br /> I', -. .- ----- / ... --
<br /> --------
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<br /> --
<br /> TYPE 3
<br /> -61 0 \ ,,,,,,-----------_____ \ ' --------- s109 4 ---
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<br /> "SITE BL" 206+74.5, 85.1' RT ,•, 2-1" AND 1-2" ELECTRICAL ,
<br /> ---- ---- ----- SI SS III' - , ...,.--
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<br /> CONTROL VALVE BOX CHAMBER CONDUIT - STUB UP AT -- ,, ' - .. k...---' ,
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<br /> "SITE BL” 205+94.5, 62.0' RT 0, \c\, ,v, ,, _ ,_
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<br /> SITE BL" 206+78.5, 85.1' RTIllak , -
<br /> ,----- - ____----,--------- / ---- ti
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<br /> - ---- ,...-- ---\ cr---- f. ....-------- ..____
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<br /> BROOK PRODUCTS #11 METER -61 ,A, "SITE BL" 206+74.5, 81.9' RT ..---- \----; .-/-
<br /> -._.---:.,------- --''H r ---- ,,-.Az-- ., .--:::..--;,----,.„ ,.....,_\‘1,2 _ ...A
<br /> BOX 1,17 FLUSHING MANHOLE CONTROL MPela- _-------------- C-:3 -- \
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<br /> to--_.<-3-.,_.•-21-NW-:1-1---,'-•-A-A-1.--:O,*-,::-T3:-:-61----E8.1--T-.:--:-R-.___--E-1.-.-__._.-.-__'_-'_-S;S:-,._----'EL---A:-:TR---'---
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<br /> 403ii9t\° „,:, 6 / -
<br /> ,c,,s . 2O6 . _ _ 4 * _- -- -- - : Ef::ENi1S (CONT )
<br /> 0 "SITE BL' STA 206+31.2, 28.9' RT (42) "SITE BL” STA 206+46.4, RT
<br /> . , 5,,,,, , •,3- 1 9\ ' A gg-',7-$------------r--6'''' 045s. INSTALL STUB-UP (MEASURED 36" FROM
<br /> ___,. ...Ile .11:1, • .... 9 -___-.,-,, INFOlic0 01." r:,- ' 44) 91..?„3-,---12-/ ___.----- tkgcCr, INSTALL "x2"xl" TEE.
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<br /> 00' ' 0 "SITE BL' STA 206+31.2, 62.9' RT
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<br /> EVEREI I STANDARD DRAWING NO. 502C. C-605
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<br /> 51Q,ELZ‘A 6] INSTALL 690 PVC DRAIN PIPE.
<br /> _ so, ,,,,, , ____---- „., ,,c1,0".%, 1,1 /,,,,,,,, ..t, _--- _ , 06,1 •
<br /> 0 "SITE BL" STA 206+62.5, 69.9' RT
<br /> m 0,.."' s ',--- , 5 • 95 ' 1 __„„,,„, , 4,,,,V111411.- --Are __-,-,--- Q ,,,,is -,, ------------ SANITARY SEWER NQTES: INSTALL 6"0 UNDERDRAIN PIPE. SEE AI INSTALL 1" TEE.
<br /> 0, ,,,,,,,,-,--,;--r• „,,,,\_, ____-----,--- _
<br /> _ ------ , OP,----, .% ± , ,,-2,-- , \Vit____,-: ---kg2..4. La ___------; 206A” ` • FOR DETAIL.
<br /> c., 8 , :. - - 0 2_05 - le 0- ..--, —
<br /> ------ -: — , . , ,-„co ___ -_-__...- _ 0„, 11.7 0 s 1 .- 1 SITE BL" STA 206+55.0, 35.4' RT SITE" BL" STA 207+87.3, 28.9 RT c\,,,_,6\0,:„."11,77:,
<br /> 2 , -----;sV, , 1-0--S -------- '
<br /> 0 /-_------- •, ,,,....,,,,. .,,, ,. , 5,• ,-,- ,1 g ______A. , ----- ADJUST EXISTING CB TO GRADE (RIM=58.46) 8 CONNECT TO EXISTING CATCH BASIN. INSTALL 3/4" WATER METER PER CITY OF 1- . -603
<br /> : ________„--,-- --_ _ ',.,..,.,.. i.,,, 4... I.E. (6"0 UNDERDRAIN) 53.04
<br /> _.---,- _-,-' ' _., , _ ott.
<br /> EVERETT STANDARD DRAWING NO. 502A. AI .
<br /> '=-:------------ lonfoliiitili — 2 SITE" BL" STA 207+84.2, 35.4' RT I.E. (6"0 PVC) 54.50 Mr
<br /> 5
<br /> ____::--------3— _______,-------,----- 1. WATER LINE THRUST BLOCKS ADJUST EXISTING CB TO GRADE (RIM=58.48) (6) INSTALL 2"0 WATER SERVICE LINE.
<br /> -----N•Tt IN ACCORDANCE WITH CITY OF , 9 8" PVC SANITARY SEWER
<br /> NORTH
<br /> EVERETT STANDARD DRAWINGS 3 "SITE BL" STA 208+42.6, 24.0' RT c) INSTALL 1"0 WATER SERVICE LINE KEY PLAN
<br /> ›- 1. SEE MECHANICAL PLAN M-101 FOR 505 AND 506. GENERAL NOTES INSTALL CONCRETE INLET 14 NOT USED
<br /> 8 CONTINUATION CONNECT ROOF DRAIN STUBS. RIM = 59.35, IE = 56.50 Illak (8) INSTALL HOSE BIB BOX. SEE Ali
<br /> 2. PAVEMENT ADJACENT TO ALL 3. CANOPY STORMWATER CONNECTION 15 INSTALL TRENCH DRAIN. SEE C-61 FOR LOCATION AND DETAILS. C-61
<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
<br /> ? EXISTING UNDERGROUND UTILITIES FOR INLET GRATES TO BE STENCILED AT COLUMN BASE Ainik STA 208+25.5, 26.0' RT 4 (18) INSTALL 3/4°0 WATER SERVICE LINE.
<br /> 17 "SITE BL" 205+76.2, 85.1' RT
<br /> CONNECTION.
<br /> WITH A "SALMON LOGO" AND TEXT CAP 8"0 SANITARY SEWER
<br /> 8 ' "DUMP NO WASTE DRAINS TO RIVER" IV INSTALL TRENCH DRAIN. SEE c-61 A
<br /> FOR CONNECTION DETAIL. IE=51.42
<br /> LI BID DOCUMENTS - MARCH 15, 2007 Designed By:
<br /> , Y I , eft1 te Scale:
<br /> Drawing No.:
<br /> ' Q ADDENDUM 2 - COORD. FOR EVERETT LAYOVER JWY .,,, , wA, 4+
<br /> , '' *4' 1%,4 ffc''sk.,,,, 1"=20' SOUNDER COMMUTER RAIL
<br /> EVERETT STATION
<br /> FACILITY EXPANSION - DECEMBER 3, 2007 Drawn By:
<br /> :‘, -
<br /> " Filename:
<br /> JWY 0 •,ot, 4:,,
<br /> a7G1 dm C-602
<br /> ,..,
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<br /> INCA ENGINEERS INC.
<br /> C-602.DWG PHASE 2
<br /> 400 112th Avenue NE
<br /> 8 Checked By: 1 ' * It. Bellevue, WA 98004
<br /> EVERETT,WASHINGTON
<br /> Contract No.:
<br /> Sheet No.: Rev.:
<br /> o
<br /> 0 14133
<br /> c' MYW 1,1;),, 0 , (425) 635-1000 Contract SOUNDTRANSIT
<br /> RTA/CP 21-06 SOUTH PARKING LOT
<br /> poo
<br /> Approved By: Submitted: Date: Approved: Date: Date:
<br /> ,---
<br /> STORM DRAINAGE AND UTILITIES PLAN eilbA
<br /> No. Date B Chk. A. Revisions MYW
<br /> EXPIRES: 09/09/2007 8-23-02
<br />
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