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This work was performed previously under the shell/core permit- provided for reference only <br />.................. <br />4 TOP OF PIPE <br />I <br />Z NEOPRENE ROOF BOOT <br />iv ROOFING MASTIC <br />CAP STONE IN ROOFTURRET <br />-................ _.... <br />I <br />SLEEVE 1" OVER SIZE AND <br />STUFF WITH F.G. INSULATION <br />VENT THROUGH ROOF <br />3 VENT THROUGH ROOF DETAIL <br />P1.00 NOT TO SCALE <br />2 ISOMETRIC VIEW - SANITARY AND VENT SYSTEM <br />P1.00 <br />=1FTI <br />Port of <br />R EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 25 9_31 64 <br />Cushing <br />Terrell <br />cushingterrell.com <br />800.757.9522 <br />NLET <br />1L 6/10/22 MDN CCD-02 <br />A 3/31I22 MDN 100% ISSUED FOR PERMIT <br />NO. I DATE BY REVISIONS <br />DETAIL NOTES: <br />F <br />F FINISHED <br />GRADE G <br />O <br />GREASE INTERCEPTOR <br />O t <br />0 <br />D <br />© <br />4"01NLET <br />L <br />© <br />4"0 OUTLET <br />© <br />O <br />4"0 RISER UP TO GCO <br />O <br />K <br />O <br />RISER UP TO GRADE <br />8 <br />POLYESTER <br />O <br />TRAFFIC RATED GASKETED <br />M <br />STRAPPING <br />AND BOLTED COVER <br />.... <br />TURNBUCKLES ............... <br />© <br />GRADE CLEAN OUT (GCO)...... <br />O4" <br />V CONNECTION <br />O <br />TNO-WAY CLEANOUT TEE <br />OJ DEADMAN ANCHOR <br />OK LOCATE INLET AND OUTLET <br />CENTERLINES A MINIMUM OF 48" BELOW <br />FINISHED GRADE. <br />© EMEND VENT FROM INTERCEPTOR TO <br />BUILDING AND UP THRU ROOF AS <br />INDICATED ON PLANS. <br />OM FILL INTERCEPTOR WITH WATER TO A <br />DEPTH 1" BELOW THE INLET FITTING <br />INVERT ELEVATION. <br />ON 8" THICK CONCRETE SLAB WITH REBAR. <br />EXTEND SLAB 18" OUTSIDE THE <br />FOOTPRINT OF THE UNIT. <br />GENERALNOTES <br />A. SANITARY PIPING 3" AND SMALLER SHALL SLOPE NOT LESS THAN 1/4" <br />PER LINEAR FOOT (2%) TOWARD THE BUILDING SANITARY <br />DISCHARGE. <br />B. SANITARY PIPING 4" AND LARGER SHALL SLOPE NOT LESS THAN 1/8" <br />PER LINEAR FOOT (1%)TOWARD THE BUILDING SANITARY <br />DISCHARGE. <br />C. VENT PIPING SHALL SLOPE NOT LESS THAN 1/8" PER LINEAR FOOT <br />(1%) AWAY FROM VENT THROUGH ROOF. <br />D. ALL EQUIPMENT ROOM DRAINS SHALL BE EQUIPPED WITH <br />MECHANICAL TRAP SEALS AS SCHEDULED, SEE 5/P001 <br />KEYNOTES <br />1. PROVIDE FLOOR DRAIN WITH MECHANICAL TRAP SEAL, TP-1. SEE <br />DETAIL 4/PO.01 AND 5/PO.01. <br />(4� <br />PLASTIC GREASE INTERCEPTER INSTALLATION DETAIL <br />THROUGH SLAB IN CORNER OMECH ROOM. <br />2 THROUGHPROOF WITH TYPICAL VTR T RMFNATION. SEE DETAILINUE <br />P1.00 <br />NOT TO SCALE <br />3/P1.00. <br />3. STUB GREASE LINE INTO BUILDING WITH SANITARY WYE AND FLOOR <br />I.E. -4'-8" BELOW GRADE <br />:• _ <br />CLEANOUT. PROVIDE MECHANICAL SEAL AT WALL PENETRATION. <br />GCO <br />_ <br />I.E.-4'-8"BELOW GRADE <br />4. FINAL LOCATION FOR GREASE INTERCEPTOR INDICATED ON CIVIL <br />1 <br />f <br />I <br />1 DRAWINGS. ADJUST WASTE PIPING LAYOUT AND CONCRETE PAD AS <br />6" W <br />/-•- .... - .... <br />' <br />l °"�`: a' %-.- - ="- i';J <br />GCO <br />NEEDED TO MATCH INDICATED LOCATION. SEE DETAIL 4/P1.00 FOR <br />MORE INFORMATION ON INSTALLATION REQUIREMENTS. <br />......... - =------J <br />_ -6- � a - I <br />........... ........ <br />> <br />w <br />- - <br />- - - <br />6„ W ip <br />- - - - - ACO-,-- - - - --- - <br />o GCO- <br />- -- - - - --_ <br />�J <br />" W <br />1i <br />W 6" <br />2" V <br />4"W_ <br />2 <br />FCO "W <br />FD10 <br />- <br />I.E.34 BFF <br />FCO <br />RISER ROO <br />-.. <br />L.. -. <br />I.E.34"BFF ........ <br />- 3 <br />FCO <br />.... ..... ............. <br />...... ............ <br />I.E. -3'-5" BFF <br />FCO <br />3 <br />I.E.L-3'-5" BFF <br />_ <br />_ _ _ - _ _ - — _ — _ — _ <br />_ — _ — _ — _ — _ — _ <br />— _ — -- _ e <br />_ - _ _ — _— _ - — _ — _ <br />I <br />I <br />I <br />I I I <br />TENANT 2 <br />TENANTI <br />101 <br />103 <br />............................. <br />.................... <br />...... <br />O <br />O <br />I <br />— — <br />I <br />I <br />— — — <br />— — — — — — — — — — <br />— — — — — — — <br />I <br />— — — <br />I <br />I I <br />— — — — — — — — — <br />I I <br />— —� <br />it <br />i it <br />_77747 <br />�J <br />C RB N <br />615 <br />SANITARY AND VENT PLAN <br />P1A0 1/8"-1'-0" <br />100% ISSUED FOR PERMIT <br />NORTH REF <br />03.31.22 <br />uasy <br />PROJECT ARCHITECT: <br />J. FALEY <br />SCALE. AS INDICATED <br />PORT O F EVERETT <br />Pi <br />�� <br />;P <br />.00 <br />........ .... <br />_ <br />DESIGNED BY .... <br />MEISSNER <br />DATE ... <br />PORT GARDNER LANDING <br />._.. <br />CIP NO <br />MARCH 2O22 <br />3764 <br />CHECKED BY I <br />CHECKED BY I <br />BUILDING <br />6-8-025-01 <br />PFCISTERF-� <br />MEISSNER <br />NITSCHKE <br />PROJECT <br />APPROVED BY I <br />DWV PLANS <br />NO. PD-SM-2021-07 <br />EXPIRES 2i1e/24 <br />SHEET N0. <br />74 OF 97 <br />V 2022 1 ALL RIGHTS RESERVED <br />