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CL <br />Q_ <br />U) <br />a <br />m <br />0- <br />O <br />N <br />N <br />co <br />o <br />N <br />CO <br />N <br />N <br />C <br />0 <br />C <br />0) <br />0 <br />O <br />O <br />T_ <br />O <br />IT <br />co <br />N <br />LL <br />m <br />DENSE WOODS <br />A <br />G RCPI #3 <br />E RCPI#2 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />7 6 5 4 3 2 1 <br />B(2 <br />r p,\j <br />BID <br />81.4 <br />S AYVI <br />EDGE AND EXTEND <br />SIDEWALK AS SHOWN I X61.642 / ( ` — — — — <br />\ MATCH EXISTING I /� <br />/77 <br />OHE <br />1 823 <br />-- = =---- =_---______ <br />X - zu, <br />wl RUCK GATE / /F C� <br />> LACED I Q� <br />z I EXISTING <br />I �<LU <br />z HEAVY-DUTYASPHA <br />xX PAVEMENT L <br />N Q / > <br />I <br />RAMP DOWN Ap / <br />�- 1 :1 MAXI 4 / <br />I' EXISTING TYPE C INLET <br />' + \ x / �� GRATE EL 80.30 <br />INV 77.50 (N) <br />11 �� &� (D45.72' -ABT, INC. POLYDRAIN <br />MATCH EXISTING PA �/E NT �'`� /le i w� oI o MATCH EXISTING PAVEMENT SYSTEMS TRENCH DRAIN <br />EXISTING GATE VA ;.� <br />TO BE AD�STED <br />82.4 N. <br />"I . • <br />�� <br />�,.,' <br />f _ <br />U_ <br />I1P P <br />Ji OTOP=80.61 ., ...:.., ,., _...�....:. .....-. <br />INV=75.75' <br />I82.5I I / <br />I I ' ASPHALT <br />PARKING <br />1 <br />I � % <br />I <br />JRH 04/30/2018 J ADDENDUM #3 <br />JRH 03/30/2018 1 RCPI #4 <br />JRH 03/16/2018 H ADDENDUM #2 <br />JRH 02/15/2018 5 FO #5 <br />DRN. REV. DATE REV. REVISION DESCRIPTION <br />7 6 <br />1­82.00 <br />TOP WET WELL & METER BOX / <br />I <br />JRH <br />06/26/2018 <br />JRH <br />06/22/2018 <br />KJC <br />05/16/2018 <br />KJC <br />05/01/2018 <br />DRN. <br />I REV. DATE <br />I REV. <br />REVISION DESCRIPTION <br />5 <br />C <br />GRATE ELEV = 80.30 <br />© ABT, INC. POLYDRAIN <br />SYSTEMS 2610 CATCH BASIN <br />GRATE ELEV = 80.30 <br />INV OUT = 76.30 <br />© 6.53- ABT, INC. POLYDRAIN <br />SYSTEMS TRENCH DRAIN <br />GRATE ELEV = 80.30 <br />co OD 20' -12" SCHED. 40 PVC @ 0.50% <br />(2) 66' - 8" SCHED. 40 PVC ROOF DRAIN <br />0 15" x 15" x 8" WYE & <br />12" x 15" INCREASER <br />INV ELEV = 76.20 <br />© 82' -15" SCHED. 40 PVC @ 0.50% <br />CORE INTO SIDE OF STORM INLET <br />AND CONNECT 15" PVC PIPE TO B <br />STRUCTURE W/ WATER -TIGHT BOOT <br />INV ELEV = 75.79 <br />1/ <br />HASKELL <br />The Haskell Company <br />I I I Riverside Avenue <br />Jacksonville, Florida 32202 <br />Phone # (904) 791-4500 <br />DRN. I REV. DATE I ORAII t MON FM 3401007 <br />CON1RIX NO.: <br />4 <br />Nes <br />NORTH AMERICA <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019 <br />3 <br />sunshinela- <br />Call 811 or www.sunshine811.corn two full <br />business days before digging to have utilities <br />located and marked - <br />Check positive response codes before you dig' <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />The Information contdned an this document N the ad* pvpwty of NINNA <br />and may not be **led or dMclossd to oblem unless ouldwind by NWA. <br />DA1E D.M.: VWC SCAM- <br />2 <br />101 <br />0 20 40 <br />Lr%==r= <br />CIVIL ENGUgI ,,Ro, <br />s <br />�Y� AA'j <br />. eyd=sa3�Skkk'S"�" <br />REG. NO. 72289 <br />NORTH GRADING & DRAINAGE PLAN <br />SIZE SHEET NO., <br />D C-141 <br />1 <br />