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GENERALNOTES <br />GRADE <br />CLEANOUT GRADE GRADE <br />CLEANOUT 4.W CLEANOUT <br />/.i — G1-1_ ii % �, TO ___ �-4"V <br />GW <br />a" V— <br />1-3" VTR <br />I <br />—2" V <br />4"GW—, .. '4110091..— T�4 W <br />ISOMETRIC VIEW - SANITARY AND VENT SYSTEM <br />P1.00 <br />)OFBOOT <br />TIC <br />ROOFTURRET <br />:R SIZE AND <br />G. INSULATION I A f- <br />H ROOF �J <br />33� VENT THROUGH ROOF DETAIL <br />P1.00 / NOT TO SCALE <br />—[Fr— <br />SERVWARD <br />COVERED Do OOR PATIO <br />G F F F FINISHDETAIL NOTES: <br />ED GRADE G <br />O GREASEINTERCEPTOR <br />D O O O O O D O 4'Yd INLET <br />© 4'Yd OUTLET <br />©O 0 © O 4"0 RISER UP TO GCO <br />4 <br />O RISER UP TO GRADE <br />O POLYESTER OF <br />STRAPPING TRAFFIC RATED GASKETED <br />AND BOLTED COVER <br />TURNBUCKLES © GRADE CLEAN OUT(GCO) <br />J O 4" V CONNECTION <br />O TWO-WAY CLEANOUT TEE <br />O DEADMAN ANCHOR <br />%-'\ PLASTIC GREASE INTERCEPTOR INSTALLATION DETAIL <br />P1.00 / NOT TO SCALE <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. <br />® KEYNOTES <br />1. PROVIDE FLOOR DRAIN WITH MECHANICAL TRAP SEAL. SEE DETAIL <br />4/P001 AND 5/P001. <br />2. VENT UP THROUGH SLAB IN CORNER OF LANDLORD ROOM. <br />CONTINUE THROUGH ROOF WITH TYPICAL VTR TERMINATION. <br />3. GREASE LINE INTO BUILDING, PROVIDE MECHANICAL SEAL AT WALL <br />PENETRATION. <br />4. EXACT LOCATION FOR GREASE INTERCEPTOR INDICATED ON CIVIL <br />DRAWINGS. ADJUST WASTE PIPING LAYOUT AS NEEDED TO MATCH <br />INDICATED LOCATION. <br />2 , -q (6 <br />/ "W ?'ALE.-5�-8"BFF .... ,. <br />(�� SANITARY AND VENT PLAN <br />P <br />NORTH REF <br />IF T' <br />PROJECT ENGINEER: SCALE: 1/8" = V-0" <br /><, • L. FAULKNER <br />z Poit O Cushing P��wAs���� PORT OF EVERETT P 1.00 <br />y � DESIGNED BY DATE WPC - FISHERMAN'S HARBOR CIP NO <br />i Terrell. MEISSNER 072721 6-8-009-01 <br />EVERETT QiD/2D/21 MDN PUBLIC WORKS REVISION 3764 COMMERCIAL DEVELOPMENT <br />CHECKED BY CHECKED BY <br />Q08/12/21 MDN ISTERE9 MEISSNER NITSCHKE PROJECT <br />ADDENDUM [SHEET <br />PD-WP-2121-04 <br />P.O. BOX 538 CUshingteffell.COm APPROVED BYILAST NAME PARCEL A8 NO <br />EVERETT, WA 9820e Aozzzzl MDN 100% ISSUED FOR BID <br />(425) 259-3154 800.757.9522 EXPIRES- 2/18/22 D W V PLANS <br />NO. DATE BY REVISIONS 02021 1 ALL RIGHTS RESERVED N0. 50 OF 94 <br />