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VARIES--Z <br />(SEE PLAN) ..4.° <br />°, ,p <br />6" 0 CPVC PIPE, 1/16" <br />PER FOOT SLOPE (MIN) <br />IC�71il��1►1�9; <br />SLOPE <br />6" 0 TAIL PIPE CUT <br />TO LENGTH <br />6" CPVC FITTINGS (TYP) <br />TYPICAL TRENCH OUTLET DETAIL <br />6004-SC-00-400 l SCALE: 1" = 1'-011 <br />C I D I E <br />SEE NOTE 1 <br />FLOOR EL. VARIES g <br />(SEE PLAN) - Z a a a v <br />� a <br />v. <br />_ <br />m OU = — Y 11= VAPOR BARRIER <br />—I I—, I — MATERIAL PER GEOTECH REPORT <br />—I I —I I r I —III— SAND <br />I—I�I— r 'rlll :rll I�I—I� <br />=1 I El =III-1 I III=1 11= <br />CPVC PIPE BEDDING <br />(SEE MECH DWG) <br />2 TYPICAL PIPE COVER DETAIL <br />6004-SC-00-400 SCALE: 1 ° = V-0" <br />T-0" <br />a <br />1 <br />M <br />3 DRAIN DETAIL <br />6004-S6-00-100 SCALE: 1" = V-0" <br />4" VENT PIPE <br />1/2" EXP JOINT <br />VAPOR BARRIER <br />4 VENT DETAIL <br />6004-SC-00-100 SCALE: 1" = V-0" <br />TOC 100'-0" <br />TOP OF FINISH <br />GROUT EDGE OF DRAIN BODY <br />VAPOR BARRIER <br />FLOW <br />F <br />G <br />TRENCH <br />AT TD-3 6„ 6„ SEE NOTE 1 <br />AT TD-2 AND TD-1 3" 3" <br />REINFORCED CONCRETE TYP <br />#5 @ 9" E.W. <br />U Z <br />SLOPE SLOPE <br />N i- TOP OF FINISH <br />° o; FLOOR EL. VARIES <br />g na s� ° (SEE PLAN) <br />° o. <br />TRENCH INV <br />MATERIAL PER GEOTECH REPORT <br />8" 0 TAIL PIPE CUT <br />TO LENGTH <br />8" 0 CPVC PIPE, 1/16" J <br />PER FOOT SLOPE (MIN) 8" CPVC FITTINGS (TYP) <br />5 HUB DRAIN DETAIL <br />6004-SC-00-400 SCALE: 1" = V-0" <br />SEE NOTE 1 <br />GROUT EDGE OF CLEAN OUT BODY <br />MATERIAL PER GEOTECH REPORT --/ <br />VAPOR BARRIER <br />— <br />4" 0 TAIL PIPE CUT TO LENGTH FLOW <br />4" CPVC FITTINGS (TYP) 12" MP <br />6 CLEANOUT DETAIL <br />6004-S6-00-100 SCALE: 1" = V-0" <br />ACCESS LID FRAMING <br />PER MANUFACTURE <br />INSTRUCTIONS <br />DC 99'-11 5/8" TOP OF FINISH <br />(SEE PLAN); <br />MATERIAL PER GEOTECH REPORT <br />SS SUMP PIT <br />INSTALL PER <br />MANUFACTURE <br />INSTRUCTIONS <br />VENT INVERT ELEV = 97.0' <br />REF PLUMBING DWG <br />6004-MP-00-502 <br />TOC 100'-0" ELEC. CONDUIT <br />BY OTHERS <br />DRAIN INVERT ELEV = 96.7' <br />TOP OF FINISH <br />Z FLOOR EL. VARIES <br />(SEE PLAN) <br />i� <br />MATERIAL PER GEOTECH REPORT <br />TOP OF FINISH <br />FLOOR EL. VARIES <br />(SEE PLAN) <br />> <br />0 <br />�— 4"x8" REDUCING <br />COUPLING <br />4" 0 CPVC PIPE, 1/16" <br />PER FOOT SLOPE (MIN) <br />REF PLUMBING DWG DISCHARGE LINES <br />AnnA-Up-no-sm BY OTHERS <br />3 <br />REVISED TO INCORPORATE RFIS <br />12/23/22 <br />ADG <br />BES <br />WLK <br />LEF <br />AJD <br />2 <br />REVISED DRAINS <br />10/11/22 <br />AAT <br />BES <br />WLK <br />LEF <br />AJD <br />1 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />CSO <br />BES <br />WLK <br />LEF <br />AJD <br />0 <br />ISSUE FOR PERMIT <br />06/24/22 <br />CSO <br />WLK <br />BES <br />LEF <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />I DSGN <br />CHKD <br />QC <br />APPD <br />REF. DWG. NO <br />t8'4' SQ <br />VERIFY w/ MANFACTURE <br />7 SUMP DETAIL <br />6004-SC-00-100 SCALE: 1 /2" = V-0" <br />REFERENCE DRAWING TITLE <br />(V <br />- Tw <br />co J <br />U <br />i� <br />H <br />EL. VARIES <br />- <br />,n ° ap <br />� II I I I- ° <br />#41---F@ 12" OC1I- <br />-�1I— <br />�— -1 I I.111 I I 1—� VAPOR BARRIER <br />(2) #4 BARS, CONT. 9" 9" MATERIAL PER GEOTECH REPORT <br />A TRENCH SECTION <br />6004-SC-00-400 SCALE: 1" = V-0" <br />4"x8" REDUCING <br />COUPLING <br />4 0 CPVC PIPE, 1/16 <br />PER FOOT SLOPE (MIN) <br />SEE NOTE 1 <br />SLOPE <br />9. <br />z <br />I � J <br />NOTES: <br />1. REFERENCE 6004-MP-00-102, 6004-MP-00-501, AND <br />6004-MP-00-502 FOR FIXTURE ORIENTATION, RISER DIAGRAM, <br />AND FIXTURE SCHEDULE. <br />GROUT EDGE OF DRAIN BODY <br />SLOPE 20"0 SETTING RING, FACTORY WELDED <br />s__-_— TO BODY BELOW TOP OF DRAIN FLOOR <br />° COVER, ENCASE IN CONCRETE WHEN <br />SETTING DRAIN <br />FLOW VAPOR BARRIER <br />MATERIAL PER GEOTECH REPORT <br />12" MAX 4" 0 TAIL PIPE CUT <br />TO LENGTH <br />11 <br />4 CPVC FITTINGS (TYP) <br />g DRAIN SECTION <br />6004-SC-00�O6 SCALE: 1" = V-0" <br />®❑ MERRICK <br />----------- <br />WHITING-TURNER <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />REVISION: DRAWING NO.: SHEET NO.: <br />3 6004-SC-00-506 1 OF 1 <br />3 <br />5 <br />E <br />7 <br />�7 <br />A B C D E F G H I J <br />