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IA <br />SIZE PER PLANS <br />H WALL—, <br />0 <br />m <br />SSTL WEIR IN MANHOLE <br />SCALE: N.T.S. <br />ISCO AVALANCHE <br />AUTOSAMPLER <br />Al TO IC ---- <br />POWER <br />CONVERTER <br />CONCRETE PAD PER 6/C546®28 <br />1 1/2" PVC CONDUIT e AVOID SHARP <br />ANGLES TO PREVENT TUBING PINCHING CORE OPENING 6" MIN <br />FROM ANY CONC JOINT <br />3/4" VINYL SAMPLE <br />SUCTION TUBING <br />NOTES: <br />1. TYPICAL AUTOSAMPLER DETAIL FOR <br />INSTALLATION IN SDMH 1-3 AND FSMH 2-2. <br />2. AUTOSAMPLER NEAR SDMH 1-4 SAMPLED <br />FROM THE T®SHAPED OUTLET BAY OF SDMH <br />1-4. STRAINER SHOULD BE LOCATED BELOW <br />ELEV 340.00 AND MINIMUM 12" ABOVE THE <br />INVERT OF THE PIPE CAP. <br />3. AUTOSAMPLER FOR PMG-1 OUTFALL <br />DISCHARGE SAMPLED FROM STILLING BASIN. <br />4. AUTOSAMPLER LOCATIONS, <br />CONFIGURATIONS, AND ORIENTATIONS SHALL <br />BE COORDINATED AND VERIFIED IN THE <br />FIELD WITH THE OWNER PRIOR TO <br />CONSTRUCTION. KEY COORDINATION <br />ELEMENTS ARE AS FOLLOWS: <br />A. CONFIRM LOCATION OF CORES, WHERE <br />REQUIRED, FOR SAMPLE TUBING <br />1 PENETRATIONS IN STRUCTURE WALLS. <br />B. CONFIRM LOCATION AND ALIGNMENT <br />C546®26 C546®31 OF SAMPLING TUBING FOR EACH <br />STRUCTURE. <br />C. CONFIRM LOCATIONS OF AUTOSAMPLER <br />ENCLOSURES AND PADS. <br />5. THE EXISTING AUTOSAMPLER AT THE <br />STILLING BASIN SHALL BE PROTECTED IN <br />PLACE AND REMAIN OPERATIONAL <br />FIBERGLASS SEPARATION <br />CYLINDER AND INLET <br />FIBERGLASS SEPARATION AUTOSAMPLER ��A <br />CENTER OF CDS STRUCTURE <br />CYLINDER AND INLET <br />r2 <br />AND BOTTOM, TYP <br />SECTION A <br />SLOT ENLARGEMENT <br />NOTES: <br />1. ANTI —SEIZE COMPOUND SHALL BE USED WHEN TIGHTENING ALL SSTL BOLTS. <br />2. ANY DAMAGE CAUSED TO PRECAST CONCRETE DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. <br />TOP SLAB ACCESS <br />(SEE FRAME AND <br />, <br />SCREEN AND SUMP OPENING <br />COVER DETAIL) <br />TOP SLAB ACCESS --,CENTER <br />OF CDS STRUCTURE, <br />(SEE FRAME AND <br />SCREEN AND SUMP OPENING <br />e <br />COVER DETAIL) <br />FLOW <br />FLOW <br />a ° <br />FLOW <br />'° <br />FLOW <br />FRAME AND COVER <br />�'. <br />(DIAMETER VARIES) <br />TOP SLAB ACCESS <br />N.T.S. <br />120" L.D. MANHOLE <br />TOP SLAB ACCESS <br />STRUCTURE <br />PLAN CDS5676- 1® <br />a, : 120" I.D. MANHOLE <br />STRUCTURE <br />rnmTgTRI I(`TI w KinTFq l rTm q <br />, Amn 4. <br />STORAGE <br />SUMP <br />SDMH 2-2 CD; UNIT PION AND SECTION SDMH 2-3 CDS UNIT PLAIN AND SECTION <br />04 <br />SCALE: 1 e 5' C546®1 C546-31 SCALE: 1 " ® 5' <br />a_� <br />UJ <br />i <br />61 1 T I I I <br />SCALE: N.T.S. <br />" DISTRIBUTION LINE <br />DIA SCHSLOTTED 40 s 0 <br />iBO'_EMF +_ <br />• COLLAR - <br />CONDUIT ALIGNMENT PER <br />' ELECTRICAL SHEETS <br />/ <br />o <br />°o°oo°o°a°o°a a o <br />°o°o°°o°o°o°a°o°a°°°oo°o°o <br />°°o <br />/ A <br />1•C <br />o <br />1 _ 11 <br />PIPE , ON TOP OF <br />VE <br />4815 CENTER STREET I TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474=9449 <br />http://www.sitts-hill-engineers.com/ Consultant! <br />Project No.: 16,615 Project Mgr.: DCD 32001 32nd Avenue South, Suite 10, <br />Federal Way, WA 9300 <br />Ph 23®R35m6401 <br />Pr®). Engineer: DCD <br />Proj. Drafter: <br />KLK <br />Fax 253�952=343: <br />WA <br />ACCEPTABILITY <br />DRAWN <br />LMW KLK <br />DATE <br />03.05.21 <br />SUBTITLE <br />- <br />CURRENT REVISION <br />SYMBOL <br />DATE _ <br />THIS DESIGN AND/OR <br />K <br />25®65466 <br />®3.®5.21 <br />SPECIFICATION IS APPROVED <br />BEF DCD <br />03.05.21 <br />SHEET <br />SEQUENCE NO. <br />TITLE <br />DOEING EVERETT SITE STORMATER <br />APPROVED BY <br />DEPT. <br />DATA <br />BEF <br />CHECKED <br />03.05.21 <br />UPGRADE <br />C546-31 <br />48 9 <br />ECK <br />03.05.21 <br />APPROVED <br />25065486 <br />3.05.21 <br />APPR®vED <br />CIVIL <br />EVER , <br />WA <br />DWG NO. 404YD®C546®31 <br />