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8 7 6 5 � 4 3 2 1 <br />'- f <br />�0 <br />C <br />i . <br />0 <br />4.9 5 6 7 8 9 10 11 12 13 14 15 <br />cc F- <br />I I I I <br />PROCESS WASTE SHALL <br />Ik SLOPE AT 1/8" PER <br />FOOT (TYPICAL) ) I I TD-3 I I <br />-1 <br />4"PW 8„ x 12' <br />l l 4" V,4 JP TO 4" VTR' 4" PW <br />FCO (15 GPI) <br />FD-3 fl 20 <br />(15,f�PM) •�'��, Ln1 PW � F -2 <br />(15 GPM) 2 <br />II 'DISHED FLOOR.AR iUND I (1 GPM) I TD-2 I I I I <br />FLOOR DRAIN TW ; 6 PW RECTANGU R <br />PW �} CUSTOM, 1 W <br />\ 4" PW 1 GPMhuh 4 `� 2' - 4" (160 GPM) M <br />i <br />HD- co I I I I <br />(1 GPM) 0 M <br />fAA.5 — — — — — — — — <br />�� N5 GPM,. <br />ROCESS WASTE , _ " <br />P14 9 <br />`. I PUMPED TO EXISTING I I I I I <br />ACID NEUTRALIZATION PW pW PW ' PW <br />- - ---- - - <br />BY OTHERS "PW <br />ub 3 <br />Il- 4"VUPTO 11PW-' � <br />AA <br />ESE <br />W�2 <br />_ -4"'r- o UMP D1 CO UMN FOOTING �'' ANK GPMJBFF <br />9'- 'x 9'-6" 13'-11" 6„ P`W 6" PWSK <br />TO : -1-0 BFF COLU <br />I BOF: -2'-10" BFF I j TD-1` -� 9'-611 x3 4 304 STAI LESS STEEL SUMP TANK ('0 x 8„,05' TOF: 14'0 GPM 8 DEEP) 0 BE RATED FOR FORK LIF _________-�______________ BOF: TV CONNIPTION AT TOP OF TRAFFIC, PROVIDE A 3' x 4' HINGED ID. <br />R; FIXTURES AND I SEE DET/ ILS P-501 I I I I <br />#P#Nf -W <br />CHASE; <br />IN CHASE BY <br />• OTHERS. <br />II <br />Y SE CIVIL DRAWINGS I' 4"S STUB U FIXTURES I I I I I I I I <br />FOR CONTINUATION. AND PIPIN WITHIN <br />A — — —-CHASE-BY THERS.— — — — — — — — — — — — — — — — <br />I I i I I I I I I I I I <br />I I <br />I I I I I I I I I I I I <br />I I <br />I I I I I I I I I I I <br />I I <br />„, IIWafte„, <br />HA L J%ER <br />: <br />,� •.• STATE 4F <br />l•• � <br />N <br />REV. <br />ENLARGED FLOOR PLAN - DRAINAGE <br />1116" = V-0" <br />C PI ADDENDUM #1 <br />B PI <br />A OR #1 <br />REVISION DESCRIPTION DRN. REV. DATE REV. I REVISION DESCRIPTION <br />6 5 <br />04/16/18 <br />111ASKELL ,i�R " �,�' <br />02/21 /18 Ja&n,�. Flaide 3= ;,, <br />W * W4) "1.45W <br />02/14/18 <br />C7RPORATE EN%INEERING FFICE <br />DRN. REV. DATE DRAWN: DESIGN FIRM 01007 132' CRESTSIDE DRIVE, SUITE 100 <br />CONTROL NO.. COPPELL TEXAS 75019 <br />4 3 <br />AREA "A <br />N <br />(1) KEY PLAN <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER ENLARGED PLUMBING FLOOR PLAN <br />ZEPHYRHILLS, FLORIDA - DRAINAGE <br />The Information contained on this document is the sole property of NI SIZE SHEET NO. REV. NO. <br />and may not be copied or disclosed to others unless authorized by NWNA. <br />DATE: D.M.: SCALE: D P-1 11 <br />2 1 <br />7 <br />CI <br />921 <br />