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I 6"SAN <br />El 45-205 <br />r___ <br />P05sl;HUTOqtFLVE E—�..CB-11TO <br />C2ERFLOW <br />TO STORM o <br />0 <br />X <br />0 <br />MATCHLINE — SEE DWG 45—YD—C290-03 <br />e <br />I 0 <br />l <br />I <br />i 0 <br />w <br />I <br />� 3 SS M H <br />6"SAN sM �— :0 <br />� ' <br />El <br />PM 14-2 PM 14 SHUTOFF VALVE <br />CB-1 CB-1 CONNECTION TO <br />SANITARY OVERFLOW <br />PM 13 TO STORM o <br />CDSDMH o <br />N <br />U <br />U <br />w <br />I I I <br />W � _ <br />Z <br />c> <br />o <br />CIF <br />I <br />PM?14 <br />SSMH <br />LLLU <br />6 SAN sew <br />_45-209 <br />___ <br />N S12 <br />_ VALVE 1..6 <br />iB— �C N TO <br />SANITARY OVERFLOW <br />l TO STORM 0 <br />o <br />I <br />0 <br />0 <br />o^ <br />0 <br />0 <br />O <br />45-257 <br />E — 10 7 00 <br />I .... n <br />8o <br />x <br />PN19-1i I l <br />CB-1' <br />i <br />O/W L EV-192 _ _ I <br />CD <br />12G-2 <br />` -- PN18 SHUTOFF <br />CB-1�� <br />CB-1 CONNECTION TO <br />I �tTARY -- <br />PN 19 j I TO TOR <br />SDMH <br />71 o, <br />�. <br />�w 0 I I� E 06 PN20 <br />J <br />.. <br />45-71 <br />I CB-1 <br />l. <br />D <br />F45-9-01 3 <br />I PN21 0 I <br />SDMH <br />0 <br />1 <br />1 STS ----w■— srs srs _--V. <br />E <br />_. <br />��- <br />1 E i 3j{ <br />1"SAN <br />srw O SAN . <br />e <br />SSMH I 0'S S S PO?44.. <br />P, 22 SH TO VA V SSMH <br />C�-2 C0 EC SON , 0 HEM-14 <br />M H E--14100 <br />—- <br />I. <br />PN23 a TO ORM <br />SDM <br />— 9 x 6' SAN <br />- � sm <br />45-998 <br />i 5 ) <br />5X <br />SDM— PN . <br />;. CB-1 ? <br />0 <br />o`. 4co <br />r <br />LEGEND <br />O STORMWATER MANHOLE (SDMH) <br />® CATCH BASIN TYP 1 <br />0 CATCH BASIN TYP 2 <br />• OUTFALL <br />— — — DRAINAGE BASIN BOUNDARY <br />.GENERAL NOTES <br />1. PROTECT ALL EXISTING SURFACE FEATURES TO <br />REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, <br />VALVE BOXES, FIRE HYDRANTS AND SPRAY <br />NOZZLES, HAND HOLES, LIGHT POLES, <br />MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, <br />AND EQUIPMENT PRIOR TO WORK. <br />2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br />ON PLANS AND PROFILES ARE BASED ON SURVEY <br />DATA, GPR SURVEY, AND RECORD DRAWINGS AND <br />ARE THE BEST AVAILABLE INFORMATION AT THE <br />TIME OF PLANS PRODUCTION. THE CONTRACTOR <br />SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br />START OF DEMOLITION WORK. <br />3. COORDINATE ALL UTILITY SHUT DOWNS WITH <br />BOEING FACILITIES PRIOR TO EXCAVATION. <br />0 <br />0 <br />0 <br />rn <br />N <br />U <br />CD <br />I <br />I� <br />d- <br />CONSTRUCTION NOTES <br />0 <br />IW INSTALL 47 LF OF 6" PVC SAN SEWER PIPE. SLOPE <br />cn PIPE @ 2.0% MINIMUM. FITTINGS AS REQUIRED. SEE <br />I 45—YD—0571-03 FOR PIPE TRENCHING AND BEDDING. <br />W <br />Z <br />CONNECT TO EXISTING 6" SAN SEWER. INSTALL 6" WY . <br />Q SPOOLS AS REQUIRED. <br />iLrj <br />�F o <br />oco <br />J �^ <br />o r <br />CD" <br />I 3 . ....�_..... __-_ <br />02 � � 03 04 � �05 <br />C558-2 006� �� �_I <br />" SDO07 GREASE 0 SEDO I I 07 -�4 `08 09 <br />F <br />45-232 v <br />CB TERACT� ��-- <br />PN3 —181) <br />s STS STS STS SrS srs 10 11 12 13 14 <br />n.___..__ - i 2 S� ,y, I a. 1 181 S I O <br />i_ S � ' : F I D _ TO SD�. 2 r, _ 15 16 <br />N -� -� �-0 o <br />PM?15 DU`M ER _ 1 <br />7 18 19 <br />SSMH �,._, Lr -19 <br />-- , . <br />- _ - { 20 21 22 23 24 25 <br />PM09 SHUTOFF VALVE 4------ ----- -- - E B �E " �:�. 1 <br />6" SS - ' ,...:... 1 I <br />LHSD008 <br />— <br />� CB 2 GREASE LINE � � ���; <br />SANITARY OVERFLOW _ CB_2 I". 26 �-- 27 28 <br />Tn STn R M r --- -- I <br />. E <br />SYM <br />REVISION <br />I <br />BY <br />APPROVED <br />DATE <br />SYM <br />- <br />GENERAL REVISION <br />JMP <br />1-3-2012 <br />A <br />MISC FIELD REVISIONS <br />D.GRAY/JMP <br />05.31.13 <br />B <br />FIRE STSTION IMPROVEMENTS W436743 <br />MKA <br />08.22.14 <br />C <br />777X STALL MODIFICATIONS - PHASE 2 ESI-003 W4535737 <br />CEI <br />AH <br />03.28.18 <br />D <br />ACTIVATE STALL 113/777X CI REFURB 22999285/W6214003 <br />CEI <br />AH <br />03.26.19 <br />REVISION <br />• E <br />I sis ( 4G S SU <br />Eo ��i A- I <br />29 30 <br />5 <br />p 0 <br />� � �.� �Q� � • �0 DR F T <br />C560-1 <br />I — -- -- — - s -- -- -- KEY PLAN <br />MATCHLINE —SEE DWG 45—YD—C290-11 &COFFMAN ISSUE FOR PERMIT SCALE: NONE <br />ENGINEERS 40 20 0 20 40 80 <br />PARTIAL P A N 11012nd Avenue, Suite 400 <br />j� I Seattle, WA98,o, 3/26/2)19W-0 BE <br />SCALE: 1 = 40' I v ph 206.623.0717 <br />www.coffman.com SCALE: 1:40DRAWN C <br />�� L. ACCEPTABILITY J. PEARSON DATE SUBTITLE SUBTITLE CURRENT REVISION SYMBOL DATE <br />BY APPROVED DATE of WAS THIS DESIGN AND/OR CHECKED SANITARY SEWER ANDS STORM DRAINAGE PLAN <br />22999285 W6214003 D 03.26.19 <br />U �w oc <br />SPECIFICATION IS APPROVED SHEET <br />ENGINEER TITLE <br />® Q' APPROVED BY DEPT. DATE ACTIVATE STALL 113/ 77X CI REFURB <br />CHECKED C290-07 <br />c <br />45458 APPROVED SITE 4 — 1 ® JOB N0. COMP N0. c <br />i GIST 1,�C'w a <br />sSIONALEc, APPROVED CIVIL MASTER EVERETT, WA DwG No. 45—YD—C290-07 <br />44MAM0 n nn•nr\ nrr sr ain r.nnn neeEn <br />