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No: 1012P Galvanized <br />No. 3030P Galvanized Diamond Plate Comer <br />Diamond Plate Coder � 2 Places <br />6'-0" <br />B <br />I � T r ✓ sre �\/ / rarEra Yr4! rq <br />r r f a re ®®E/\/ayer\rw \ <br />✓!/v syi r\9 rlivsEr®®rr�s���ar� r�r�r° _T o <br />#$ CF <br />3/4" Did. Lift Insert Galy. 'C' Channel Slot <br />'! Placer; For Baffle and Weir Plates <br />PLAN VIEW Typical <br />1 1/2" Did. Lift Hole <br />INLET PIPE 1 Each Side, 2 Sides f OUTLET PIPE <br />With Sampling Tee Contractor To Plug (Grout) I With Sampling Tee <br />By Others — After Instalsto By Others <br />I <br />0 <br />a _ <br />Oil Detainer a <br />'e Baffle—o r <br />a m I <br />Flow Diffuser D <br />m Baffle <br />o c� <br />_ Grit/Sludge o <br />Retainer Weir <br />_ e <br />mr i <br />I <br />SECTION AA <br />9 <br />C\ 6911' SCALE: NTS <br />STRUCTURAL NOTES <br />1, Cnncrete: 28 Day Compressive Strength 1'd= 70U_t psi <br />2. Rebar ASTM A 615 Grade 60 <br />�1. Mesh; ASTM A-185 Grade 65 <br />1i.. Design: ACI-318-05 Building Code <br />ASTM C-890 "Minimum Structural Design <br />Loading For Underground Precast Conc ete <br />Water and %'Cstewater Structures" <br />5- Loads: H 0-20 Truck Wtier l wJ 307 Impact Per AASFfTt7 <br />GENERAL NOTES! <br />1. All Baffles and Weirs To Be 'Steel <br />2. Contractor to: <br />Supply and Install All Piping & Sampling Teas <br />Grout €n All Pipes <br />Fill With Clean Water Prior To "Start —Up" Of System <br />Verify All Blackout Sizes and Locoll <br />FOR CUSTOM APPLICATIONS <br />IHE FOLLOWING INFORMATION IS NEEDED: <br />Tap Of Separator Elevation: <br />Inlet Pipe Size: <br />inlet Pipe Elevation: <br />Outlet Pipe Size. <br />Outlet Pipe Elevation: <br />INSTALL REMOVABLE PVC CAP/PLUG ON <br />TOP OF SAMPLING TEE TO PREVENT <br />SEWER CASES FROM ESCAPING <br />OPTIONAL RISERS <br />6', 12" or 18" Heights <br />As Required <br />0197E-2= Oldcastle Precast, Inca <br />SCALE. 1 /2"=1 "-O i <br />BIKE <br />DUTY <br />SUPPO <br />H20 ) <br />OUTLET <br />.MI EN <br />HIN El <br />- fi <br />UTILITY <br />SEE SHEET 604 PROPERTY LINE SEE SHEET 604 -- <br />R IGHT-C7F-INAY <br />GRADE ELEVATION ' # TYP GRADE ELEVATION <br />6" PVC ASTM <br />D3034, <br />APPROVED <br />INSTALL CAP NOT COUPLINGSDR35 ORAWWA C900 _ "0 <br />on <br />2% MIN. SLOPE <br />"DEEP SOCKET" FITTINGS I F I '- EXISTING <br />AT EACH END OF SIDE SEWER <br />VERTICAL PIPE SECTION 6," PVC ASTM D3034, <br />GPK PRODUCTS OR EQUAL- PVC SEWER MAIN <br />PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 2 & 3) --- <br />PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 2 & 3) --- <br />SCALE- NTS <br />OPe3J GTR AWWA I_v00 <br />(SEE CONNECTION <br />NOTES 33) <br />35°MIN <br />45°MAX <br />r " <br />12 X 12CIP CONCRETE BLOCK, CONCRETE SHALL BE <br />COMMERCIAL CONCRETE MIX AS CALLED OUT IN <br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS <br />MIN OF DRYMIX CONCRETE, <br />TYPE "'All <br />SEE SHEET 604 -- <br />ELEVATION <br />ION <br />I I I it I I I.., <br />INTALLCAP <br />NOT PLUG <br />( SEE SHEET 604 <br />GRADE ELEVATION <br />Z <br />6" PVC ASTM D3034, <br />APPROVED SDR35 OR AWWA <br />COUPLING C900 <br />EXIST I IG 1 <br />SIDE SEWER <br />2% MIN.SLOPE <br />L 6" PVC ASTM D3034, SDR 5 <br />35101N OR AWWA C900 <br />45"MAX <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />TYPE "B" DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <br />6" GASKE T ED CAST IRON BOLTED RING & COVER <br />SPIGOT CAP / TYPE 1 & 2 (SEE NOTE S). <br />OR <br />MECHANICAL <br />PLUG <br />TYPE 1 c 2 �- -- PROPERTY LINE <br />I OR RIGHT-OF-WAY <br />( TYP <br />� I <br />._-..__ I <br />30" SQ TYP. <br />SEE STANDARD <br />DRAWING 602 �� <br />TYPE I <br />PAVED AREAS <br />SEE STD <br />DETAIL 602 <br />PAVED SURFACE <br />6" GASKETED <br />SPIGOT CAP OR <br />MECHANICAL <br />PLUG TYPE 18, 2 <br />:knn rn <br />CONCRETE COLLAR SEE NOTES <br />(COMMERCIAL CONIC) TYP, 6 AND 7 <br />12" DIA PVC SLEEVE <br />TYP. TYPE 1 & 2 <br />SEAL ANNULAR .SPACE <br />WITH FIBER JOINT <br />PACKING OR URETHANE <br />FOAM TYP. TYPE 1 & 2 <br />PERMANENT ENT INSTALLATIONS <br />TKER (DOTE 4) <br />TYPE <br />UNPAVED V AREA <br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT <br />SCALE: NTS <br />1- PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />MAINS SHALL BE FACTORY TEES. <br />1 l <br />! , 2. TYPE A Rt B SHALL. BE USED ONLY WHEN <br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />APPROVED BY THE ENGINEER, TYPE D SHALL <br />APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER 15 <br />SHALLOW (LESS THAN 6- DEPTH AT PROPERTY <br />j LINE) <br />/ales 3. CONNECTIONS TO EXISTING CONCRETE <br />SOO-- EXISTING SIDE SEWER SEWER MAINS SHALL BE D ER 4 4 <br />57ANDARD DRAIINGS 16 617 OR BY <br />APPROVED MANUFACT R C E TEE. <br />4. SEE STANDARD DRAWING 604. WHERE RING <br />AND COVER INSTALLATIONS ARE SHOWN FOR <br />PAVED AND UNPAVED AREAS, FIELD <br />CONDITIONS WILL DICTATE WHICH <br />SANDBAG FILLED WITH 60LBS INSTALLATION 1S APPROPRIATE. <br />MINIMUM DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS 5, CONNECTIONS TO EXISTING HDPE SEWER <br />TYPE "A") MAINS SHALL BE MADE PER 5-1 ANDARD <br />DRAWING 612 OR SIDE -WALL FUSION, <br />TYPE licit <br />SHALLOW SIDE SEWER <br />EXISTING SIDE SEWED <br />gyp" OR " <br />�— APPROVED COUPLING <br />— 6"x6" OR 6"X4" SAN <br />TEE/WYE <br />35°MIN — FUTURE DEEPEN <br />45°MAX SIDE SEMEN <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <br />TYPE I'D" <br />SEE STANDARD <br />DRAWING 602 <br />TYPE <br />RIPE D AREAS <br />LANDSCAPED OR <br />UNPAVED SURFACE <br />r111 <br />1i� 2 %,l8"Il/ll <br />1 <br />MIN <br />a <br />1B"M I N <br />PLAN SECTION <br />12" CAST IRON BOLTED DING AND COVER <br />(SEE NOTE )-- <br />DOTES <br />1. CLEAN -OUT PIPE AND FITTINGS SHALL BE PVC, <br />ASTM D3034, SDR 35 OR AWWA C900, <br />2, A SANITARY TEE MAY BE INSTALLED IN LIEU OF A <br />WYE AS SHOWN. STRAIGHT TEES ARE NOT <br />ACCEPTABLE. <br />3. SEWER .STUB WILL BE EXTENDED 10" BEYOND <br />PROPERTY LINE TO PREVENT DAMAGE TO <br />CLEAN -OUT AND MINIMIZE CONFLICTS WITH OTHER <br />UTILITIES WHEN SERVICE TO BUILDING IS <br />INSTALLED, <br />4. TYPE 3 TEMPORARY INSTALLATIONS (NEW <br />DEVELOPMENT) SHALL HAVE A PRESSURE TREAT ED <br />2"X4" STUB MARKER THAT EXTENDS DOWN TO A <br />MIN OF 24" BELOW GROUND. A MIN OF 36" SHALL <br />EXTENT? ABOVE GROUND. STUB MARKER SHALL BE <br />PAINTED WITH WRITE TRAFFIC PAINT. THE WORD <br />"SEWER" AND THE DEPTH IN FEET FROM GROUND <br />SURFACE TO SEWER STUB PIPE INVERT SHALL BE <br />PAINTED CAN THE MARKER WITH 3" HIGH BLACK <br />PANTED LETTERS. <br />5. CAST IRON BOLTED RING AND COVER SHALL BE <br />EAST 1ORDAN IRON WORKS NO. 3660CPT OR <br />EQUAL. <br />6. RING AND COVER INSTALLATION IS SHOWN FOR <br />PAVED AND UNPAVED AREAS, FIELD CONDITIONS <br />WILL DICTATE WHICH INSTALLATION IS <br />APPROPRIATE. <br />7. RING; AND COMER WITH CONCRETE COLLAR MAY BE <br />PLACED AT GROUND SURFACE IN UNPAVED AREAS <br />IF DESIRED. <br />11 <br />W <br />rr <br />W <br />Cm <br />LO <br />0 <br />iA <br />;�;E� <br />& <br />rZ <br />0 <br />LL <br />LL <br />RE <br />I. <br />;� E* <br />T <br />El <br />t <br />a3 ._ <br />05/02/22 <br />0 <br />0 <br />a <br />CN <br />0 <br />C <br />0 <br />I <br />N <br />T <br />I <br />T <br />I <br />I <br />I <br />I <br />T <br />I <br />0 <br />0 <br />0 <br />0 <br />b <br />b <br />< <br />< <br />rq <br />0 <br />T <br />T <br />Tn <br />c� <br />U� <br />bi <br />jj <br />Tr <br />(s <br />� <br />LJ <br />LLj <br />0 <br />0 <br />UJI <br />< <br />w <br />i <br />V <br />l <br />T�0__04 <br />Project , 20996 <br />Store <br />#00852 <br />� <br />Designed By. <br />ADW <br />< <br />Drawn By. <br />ADW <br />Checked By. <br />CJH <br />� <br />Date: 12-7-2021 <br />Scale. <br />1 °' c 10` <br />CD <br />Disk File: <br />20996-U.dwg <br />cv <br />Model, <br />�l <br />m <br />Address: <br />4919 <br />EVERGREEN <br />WAY <br />LO <br />EVERETT, <br />WA 9 203 <br />c� <br />UTILITY DETAILS <br />.on <br />CWC <br />Drawing Na„ <br />o <br />C6.1 <br />of <br />16 <br />0 <br />CD <br />