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0 Oldcastle Precasto <br />Delivering Reliability <br />660-SA <br />No. 1012P Galvanized <br />No. 3030P Galvanized Diamond Plate Cover <br />Diamond Plate Cover 2 Places <br />STRUCTURAL NOTES; <br />2'-0", 2'-0°' 1'-0' 1. Concrete: 28 Day Compressive Strength f'c= 7000 psi <br />2. Red r: ASTM A-615 Grade 60 <br />3. Mesh; ASTM A-185 Grade 65 <br />4. Design: ACI-318-05 Building Code <br />�— _= ASTM C-890 "Minimum Structural Design <br />1 i Loading For Underground Precast Concrete <br />Water and Wastewater Structures" <br />5. Loads: HS-20 Truck Wheel w/ 30% impact Per AASHTO <br />GENERAL NOTES <br />.: <br />"i`iiTii`r r`i 1. All Baffles and Weirs To Be Steel <br />`...iTTi` <br />2. Contractor to: <br />, Ti`i `r i` i�`i`i`i`iv`i°r`i`' r`i`i`i r r Supply and Install All Piping &Sam Sampling Tees <br />A° A PP Y P 9 P 9 <br />Grout In All Pipes <br />Fill VerifytAllClean Black Blackouter Sizes oandoP" Of System <br />Locations <br />FOR CUSTOM APPLICATIONS <br />THE FOLLOWING INFORMATION IS NEEDED: <br />Top Of Separator Elevation: <br />3/4" Did. Lift Insert Inlet Pipe Size: <br />4 Places Goly. 'C' Channel Slot nlet Pipe Elevation: <br />For Baffle and Weir Plates Outlet Pipe Size: <br />PLAN VIEW Typical Outlet Pipe Elevation: <br />1 1/2" Dia. Lift Hole <br />INLET PIPE 1 Each Side, 2 Sides r OUTLET PIPE <br />With Sampling Tee Contractor To Plug (Grout) 1 With Sampling Tee <br />By Others After Installation By Others <br />OPTIONAL RISERS <br />•� 6", 12" or 18" Heights <br />- As Required <br />r <br />Oil Retainer <br />a Baffle of a <br />1. <br />Flow Diffuser �1 I to <br />Baffle o a <br />c v <br />o � <br />r Grit/Sludge � � 3 <br />Retainer Weir <br />•� •. Ql 0, 1' in c0 <br />SECTION AA <br />SCALE: 1 /2"=V-0" <br />134.1 01976-2016 Otdcastle Precast, Inc. <br />OLDCASTLE M VATER 660-SA <br />C6.1 SCALE: NTS <br />C <br />C <br />IKE PROOF, HEAVY <br />UTY TRAFFIC GRATE <br />UPPORTS AASHTO <br />ZO LOADS <br />GRATING <br />NOTES. <br />BOX FABRICATED FROM <br />10 GA. MATERIAL <br />L2x2k <br />SEDIMENTTRAP <br />24" SQUARE W/ HINGED :LID <br />SIDE VIES ISOMETRIC SECTION <br />STA A'PR,OVE[ - AF'HALT DIPPED <br />Ze SQUARE 4"0 OR <br />STORM WATER CATCH BASSI IN DWG <br />MODEL: GI:91032f18•-4&6 <br />DATE: 1111912020 SCALE: NONE <br />Gibson Steel Basins, Inc. <br />1W Arrowsmith St ru e Or. 97402 <br />(541) 484-7200 or (WO) 574-8M <br />Vasil as at, r.gibsonsteelbaains.com <br />EST 1996 Email us at-, salealilligibsonsteelb .eom 00 1 <br />3 GIBBON STL� CATCH BASIN -MODEL No, GCB10-30HB-6 <br />C6.1 J SCALE: NTS <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />UTILITY DETAILS <br />SEE SHEET 604 PROPERTY LINE <br />SEE SHEET 604 <br />NOTES <br />OR RIGHT-OF-WAY <br />1. PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />GRADE ELEVATION TYP <br />GRADE ELEVATION <br />MAINS SHALL BE FACTORY TEES. <br />1 I —I I I —I iI l i-1 <br />1 R 3-1 1 I— <br />6" PVC ASTM <br />I—� <br />2. TYPE A & B SHALL BE USED ONLY WHEN <br />D3034, <br />? <br />I <br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />INSTALL APPROVED <br />SDR35 OR <br />APPROVED BY THE ENGINEER, TYPE D SHALL <br />CAP NOT COUPLING <br />AWWA C900 <br />APPROVED COUPLING <br />BE USED WHEN EXISTING SIDE SEWER IS <br />PLUG <br />SHALLOW (LESS THAN 6' DEPTH AT PROPERTY <br />LINE) <br />"DEEP <br />2°lo MIN. SLOPE <br />ajfl <br />3, CONNECTIONS TO EXISTING CONCRETE <br />SOCKET" FITTINGS <br />EXISTING <br />04 EXISTING SIDE SEWER <br />SEWER MAINS SHALL BE MADE PER <br />AT EACH END OF <br />SIDE SEWER <br />STANDARD DRAWINGS 612 & 613 OR BY <br />VERTICAL PIPE SECTION <br />"GPK PRODUCTS" OR EQUAL <br />6" PVC ASTM D3034. <br />PVC SEWER MAIN <br />APPROVED MANUFACTURED CONCRETE TEE, <br />SDR35 OR AWWA C900 <br />(SEE CONNECTION <br />4. SEE STANDARD DRAWING 604. WHERE RING <br />NOTES 33) <br />AND COVER INSTALLATIONS ARE SHOWN FOR <br />35°MIN <br />PAVED AND UNPAVED AREAS, FIELD <br />45°MAX <br />CONDITIONS WILL DICTATE WHICH <br />PVC SEWER MAIN <br />SANDBAG FILLED WITH 60LBS <br />INSTALLATION IS APPROPRIATE. <br />(SEE CONNECTION <br />12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE <br />MINIMUM DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS <br />5. CONNECTIONS TO EXISTING HDPE SEWER <br />NOTES 2 & 3) <br />COMMERCIAL CONCRETE MIX AS CALLED <br />OUT IN <br />TYPE "All) <br />MAINS SHALL BE MADE PER STANDARD <br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS <br />DRAWING 612 OR SIDE -WALL FUSION. <br />MIN OF DRYMIX CONCRETE. <br />TYPE "A" <br />TYPE "C" <br />r- <br />SEE SHEET 604 <br />SEE SHEET 604 <br />GRADE ELEVATION <br />GRADE ELEVATION <br />I I�l <br />11 i -I I -1 I 1 I I� —HT I i <br />SHALLOW SIDE SEWER <br />Z <br />o <br />INSTALL CAP <br />EXISTING SIDE SEWER <br />NOT PLUG r 6„ <br />in <br />PVC ASTM D3034, <br />4" OR 6" <br />SDR35 OR AWWA <br />0 <br />APPROVED <br />C900 <br />APPROVED COUPLING <br />z <br />COUPLING <br />Z <br />EXISTING <br />- 611x6" OR 6"X4" SAN <br />o <br />PVC SEWER MAIN <br />SIDE SEWER <br />_-, TEE/WYE <br />(SEE CONNECTION <br />o <br />NOTES 2 & 3) <br />2% MIN. SLOPE <br />35°MIN FUTURE DEEPER <br />45°MAX SIDE SEWER <br />� <br />- 6" PVC ASTM D3034, SDR35 <br />35°MIN OR AWWA C900 <br />45°MAX <br />CITY OF EVERETT <br />0 <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />PUBLIC WORKS DEPARTMENT <br />o(OR <br />CONCRETE BLOCK, SAME AS TYPE "A") <br />° <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />rcy Englnaar tt nm—g" AD Manager D wn 8, furoent Rx Date <br />ftYANsass DAVIDVOIGT PAULwar1ELM wfts 12/30/2016 <br />TYPE 111311 DRY MIX CONCRETE <br />TYPE 11D 1+ <br />TYPICAL SIDE SEWER srmoD .DMMGw°. <br />Q <br />(OR CONCRETE BLOCK, SAME AS TYPE <br />"A") <br />CONNECTIONS 602 <br />TYPE A,B,C,&D <br />2 TYPICAL SIDE SEWER COIWVECTIONS <br />C6"1 SCALE: NTS <br />6" GASKETED <br />CAST IRON BOLTED RING & COVER SPIGOT CAP OR <br />6' GASKETED TYPE 1 & 2 (SEE NOTE 5 MECHANICAL <br />T <br />SPIGOT CAP )' PLUG TYPE 1 & 2 <br />OR <br />MECHANICAL <br />PLUG <br />TYPE 1 & 2 30" SQ PROPERTY LINE LANDSCAPED OR <br />,/� <br />OR RIGHT-OF-WAY / UNPAVED SURFACE <br />TYP 1 11 1 1 <br />PAVED SURFACE <br />° n CONCRETE COLLAR SEE NOTES <br />(COMMERCIAL CONIC) TYP, 6 AND 7 <br />30" SQ TYP. <br />SEE STANDARD 12" DIA PVC SLEEVE <br />DRAWING 602 TYP. TYPE 1 & 2 SEE STANDARD <br />DRAWING 602 <br />SEAL ANNULAR SPACE <br />WITH FIBER JOINT <br />TYPE 1 PACKING OR URETHANE TYPE 2 <br />PAVED AREAS FOAM TYP. TYPE 1 & 2 UNPAVED AREAS <br />PERMANENT INSTALLATIONS <br />STUB MARKER (NOTE 4) <br />SS BOLTS <br />Ei 7n�ly /g"l' I <br />w <br />E <br />Z'n <br />- AL <br />❑ 0 ❑ ❑ <br />6" GASK <br />❑ ❑ ❑ 10 <br />❑ ❑ ❑ 1. MIN <br />18"MIN <br />PLAN SECTION <br />1 12" CAST IRON BOLTED RING AND COVER <br />:DEM <br />SEE STD <br />DETAIL 602 <br />TYPE 3 <br />UNPAVED AREA <br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT <br />�:4� TYPICAL SIDE SEWER CLEANOUr <br />SCALE: NTS <br />0' <br />TE 4) <br />(SEE NOTE 5) <br />NOTES <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 TREATED <br />2"X4" STUB MARKER THAT EXTENDS DOWN TO A <br />MIN OF 24" BELOW GROUND. A MIN OF 36" SHALL <br />EXTEND ABOVE GROUND. STUB MARKER SHALL BE <br />PAINTED WITH WHITE TRAFFIC PAINT. THE WORD <br />"SEWER" AND THE DEPTH IN FEET FROM GROUND <br />SURFACE TO SEWER STUB PIPE INVERT SHALL BE <br />PAINTED ON THE MARKER WITH 3" HIGH BLACK <br />PAINTED LETTERS. <br />5. CAST IRON BOLTED RING AND COVER SHALL BE <br />EAST JORDAN 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 COVER WITH CONCRETE COLLAR MAY BE <br />PLACED AT GROUND SURFACE IN UNPAVED AREAS <br />IF DESIRED. <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />Ay EngineerriTLSerlian Ma„arer CAD Manager Drawn gl" Current Aev Date <br />ftYAN SASS DAVID VOIGT PAUL wILHELM ESN 03/30/2017 <br />E SEWER CLEAN -OUT =TANDA ODnAw NG N° <br />TYPE 1, 2, 3 & 12" CAST IRON 604 <br />RING & COVER <br />0 Know what's below. <br />0 Call before you dig. <br />Dial 811 <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA 98032 <br />425.251.6222 <br />barghausen.com <br />BCE #20996 <br />v <br />0 m <br />0 <br />W Owl <br />o <br />W �t e <br />> V� IDO� <br />W w co bo 0 <br />04 'd N to 0 <br />0 <br />00 Pw O � WTitq U. <br />W1- Ora 0 �mv <br />W <br />_j <br />01 d' <br />• v IM <br />WCIO O <br />Il I.— QNryM <br />LL MC01Nt� <br />v • 0 NOM <br />Yt.i va') <br />�000� <br />Imo—QaL, <br />10/15/21 1 <br />V) <br />z <br />(n <br />LLJ <br />i <br />m <br />o U) <br />FX M <br />0 w <br />o a <br />d <br />z <br />Project #: 20996 Store #00852 <br />Designed By: ADW <br />Drown By. ADW <br />Checked By: CJR <br />Dote: 10-15-2021 <br />Scale: 1" = 10' <br />Disk File: 20996-U.dwg <br />Model: <br />Address: <br />4919 EVERGREEN WAY <br />EVERETT, WA 98203 <br />UTILITY DETAILS <br />OFC <br />F-UMM FACMY <br />Drawing No.: <br />C6.1 of 16 <br />1 <br />