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G <br />3" <br />No. 1012P- Galvanized <br />No. 3030P Galvanized Diamond Plate Cover <br />Diamond Plate Cover 2 Places <br />t'--p" 2'-O-" 2'-0" V-0" <br />,!${off ✓°f°f%y!R°f°f4f�l l°y <br />f! ' > f°! f'�*/° !is°s`i i4i°f�✓°i fr`✓ r ,, <br />ww wfti a ! °r fefvvalwif®f°!w!°f°f^sf ��, °f g I <br />pp jl' °w •1e wq, ww �a°°°www° � <br />a!°i°°N- q <br />tfs {- 89�afaft i <br />> �f' fry ffh!°fs a <br />.LL-- <br />-314" Do. Lift Insert Galy, 'C' Channel Slot. <br />4 pi-- For Baffle and Weir Plates <br />Typical <br />1 112." Dim Lift Hole <br />INLET PIPE 1 Each Side, 2 Sides OUTLET PIPE <br />With Sampling Tee Contractor To Plug (Grout) With Sampling Tee <br />By Others After Installation_ By Others: <br />- <br />o <br />I <br />0 <br />r <br />Y <br />Oil Retainer <br />- a: <br />a <br />� <br />ow Diffuser <br />C <br />w <br />O <br />Baffle <br />O Cj <br />Grit/Sludge <br />a a, <br />s <br />Retainer Weir <br />q' a <br />1'-11" - yC <br />SECTION AA <br />SCALE; 1/2"=V-0„ <br />Delivering Reliability <br />-. <br />STRUCTURAL NOTES: <br />1, Conerut , 28 Day Gampr save Strength f'c= 7000 psi <br />2. Reber ASTM A-615 Crude 60 <br />3, Mesh ASTM A -1€S5 Grade 65 <br />4. Design: ACI-318-05 Bu'l in9 Cade <br />ASTM C-390 Minimum Structural Design <br />Loading For Underground Precast. Concrete <br />Water and Wastewater Structures" <br />5. Loads: HS-20 Truck Vdheei wf 30 a Impact Per AASHTO <br />GENERAL NOTES <br />1. All Baffles and Weirs To Be Steel <br />2. Contractor for <br />Supply and install All Piping & Sampling Tees <br />G,Vut In All Pipes <br />Fill With Clean Water Prior To "Start -Up" Of System <br />Verify A" Blackout Sizes and Locations <br />FOR CUSTOM APPLICATIONS <br />THE FOLLOWING INFORMATION IS NEEDED: <br />Top Of Separator Elevation: <br />Inlet Pipe Size: <br />Inlet Pipe Elevation; <br />Outlet Pipe Size: <br />Cutlet Pipe Elevation: <br />OPTIONAL RISERS <br />5", 12" or 18" Heights <br />As Required <br />134A 01976-2016 Oldcastle Precast, Inc. <br />yA <br />SCALE: NTS <br />BIKES <br />DUTY <br />SUPPO <br />H2O LOADS <br />V!.Aw N7TRW <br />SCALD NTS <br />UTILITY DETAILS <br />SEE SHEET 604 <br />PROPERTY LINE <br />OR RIGHT-OF-WAY <br />GRADE ELEVATION 1 _ TYP <br />i42% <br />iSLOkPE <br />!177 <br />6" PVC ASTM <br />APPROVED D3034, <br />SDR35 OR <br />COUPLING AWVVA C900 <br />SEE SHEET 604 — <br />GRADE ELEVATION <br />G <br />"DEEP SOCKET" FITTINGS EXISTING <br />AT EACH END OF SIDE SEWER <br />VERTICAL PIPE SECTION 6" PVC ASTM D3034. <br />"GPK PRODUCTS" OR EQUAL SDR35 OR AWWA C900 PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 33) <br />35'MIN <br />45°MAX <br />PVC SEWER MAIN <br />(SEE CONNECTION 12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE <br />NOTES 2 & 3) — 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 --,\ i SEE SHEET" 604 <br />GRADE ELEVATION GRADE ELEVATION <br />3I � �•11 I-" WIl1� -1I,' Ti1—idl�I <br />INSTALLCAP <br />NOT PLUG ti 6" PVC ASTM D3034, <br />APPROVED SDR35 OR AWWA <br />COUPLING C DD r <br />/J EXISTING <br />PVC SEWER MAIN <br />SIDE SEWER <br />(SEE CONNECTION <br />NOTES 2 & 3) — 2l MIN. SLOPE <br />6" PVC ASTM D3034, SDR35 <br />eMIN OR AWWA C900 <br />MAX <br />i SANDBAG FILLED WITH 60LBS MINIMUM <br />TYPE 11 11 DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "An) <br />SCALE: NTS <br />6" GASKETED <br />CAST IRON BOLTED RING & COVER <br />SPIGOT CAP <br />TYPE 1 & 2 (SEE NOTE 5). <br />OR <br />MECHANICAL <br />PLUG <br />TYPE 1 & 2-- <br />., PROPERTY LINE <br />OR RIGHT-OF-WAY <br />( TYP <br />r01,1 <br />11 <br />5f>' ' PAVED SURFACE <br />30" SCI. TYP. t, <br />SEE STANDARD <br />DRAWING 602 <br />TYPE I <br />PAVED AREAS <br />6" GASKETED <br />SPIGOT CAP OR <br />MECHANICAL <br />PLUG TYPE 1 & 2 <br />�n14 cry <br />n� <br />'�- CONCRETE COLLAR SEE NOTES <br />(COMMERCIAL CONC) TYP, 6 AND 7 J <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 INSTALLATIONS <br />STUB MARKER (DOTE 4) <br />1, PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />I WINS SHALL BE FACTORY TEES. <br />i <br />(�— 2. TYPE A & B SHALL BE USED ONLY WHEN <br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />SHALL <br />APPROVED BY THE ENGINEER.. TYPE I � <br />APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS <br />SHALLOW (LESS THAN 6' DEPTH AT PROPERTY <br />LIME) <br />1 CONNECTIONS TO EXISTING CONCRETE <br />2�OQE EXISTING SIDE SEWER SEWER MAINS SHALL BE MADE PER <br />STANDARD DRAWINGS 612 & 613 OR BY <br />APPROVED MANUFACTURED CONCRETE TEE.. <br />4. SEE STANDARD DRAWINGS 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 IS 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 STANDARDS <br />DRAWING 612 OR SIDE -WALL FUSION. <br />TYPE 11C11 <br />SHALLOW SIDE SEWER <br />EXISTING SIDE SEWER <br />'- 4"OR6" <br />APPROVED COUPLING <br />\� 6"x6" OR 6"X4" SAN <br />TEE/WYE <br />35°MIN ��— FUTURE DEEPER <br />45°MAX SIDE SEWER <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <br />TYP I' D" <br />SEE STANDARD <br />DRAWING 602 <br />TYPE <br />UNPAVED AREAS <br />LANDSCAPED OR <br />UNPAVED SURFACE <br />SS BOLTS <br />1� 2 7/8"MIIV <br />El U <br />❑ ❑ ❑ C� El 0 u MIN 201/2" <br />�- <br />18"MIN <br />0° <br />TE 4) PLAN SECTION <br />12" CAST IRON BOLTED RING AND COVER <br />(SEE NOTE S) <br />TYPE <br />UNPAVED AREA <br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT <br />SCALE: NTS <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 COMER WITH CONCRETE COLLAR MAY BE <br />PLACED AT GROUND SURFACE IN UNPAVED AREAS <br />IF DESIRED. <br />11w� what's � below. <br />Call <br />} h t �� 1 before you <br />D; 811 <br />�l ° <br />0 W S-6 0 <br />� 0 <br />to <br />Q;-L; <br />-a UL T <br />M,6 <br />r- Coca <br />veqo <br />�0 l <br />UP,CN <br />0) 1 <br />�y 0i <br />C, v <br />QC,_ <br />� � a) <br />00 0ja? <br />10/15/21 <br />f� <br />d <br />r� <br />Z <br />< <br />Project 20996 Store #00852 <br />Designed By. ADW! <br />Drawn By. ADW <br />Checked By CJR <br />N <br />Dote. 10-15-2021 <br />- <br />_ <br />CV <br />Scole; 1 °@ 0 10' <br />ED <br />c�1 <br />g <br />� <br />Disk Fife 20996-U.dwg <br />7 <br />Model, - - -- -- <br />c <br />-cy <br />Address; <br />4919 EVERGREEN WAY <br />U0 <br />EVE ETT, WA 98203 <br />M <br />0 <br />tV <br />CSC <br />UTILITY DETAILS <br />om <br />PUaMG FA <br />Drowing No,: _ <br />CD <br />C6 1 of 16 <br />CD <br />CD <br />CD <br />® <br />...... .�.a.- <br />a- <br />