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n <br />0- <br />CL <br />a <br />m <br />0- <br />LO <br />co <br />N <br />00 <br />r <br />O <br />N <br />v <br />ca <br />^0 <br />n <br />O <br />r <br />U <br />O <br />O <br />0 <br />v <br />M <br />CU <br />C <br />N <br />In <br />U <br />A <br />P <br />0 <br />1P <br />a�. <br />Bo - <br />.79 <br />79 <br />6o . <br />g1.... <br />a2 <br />ALSTON AVE. _ <br />i • 0 / / 24' ASPHALT PAVING — — <br />x x <br />ry 1 �+ <br />i _—_ <br />'I <br />ODS <br />oil <br />�— 80 <br />\\ a" <br />y SUMP SUMP <br />� - �'�`�� \ \ \\\\° <br />\-- <br />S TE BENCHMARK NO. 1 . ?�_ ��� — — — �/ .A // Sw * A DENSE WOODSwl <br />a \\\ — — — <br />R RR.SPIKE IN CUTOUT �„ — s� o— PAVEMEN —93 _\ \ — — — — — — — <br />LEVATIONI = 82.17. a I /—�Pst�-� <br />RIP RAP \ <br />1 <br />Invert 76.52OEM wom <br />NPe I <br />ol <br />I <br />a1 <br />o l <br />77NAIMI <br />fFJJI I INV-7l x IGR <br />E. -- -- <br />S.,NY 75 ATE itS I II <br />pTW 75. I I h <br />wWill'77 <br />V <br />(N085 >...•rtil//.l I E Y NV <br />1 rze j / <br />� {STORM 20 <br />1\ <br />HEAVY <br />_ / 1 <br />oun C.O. F.LEL .I_n.nss <br />BENCHMARK INFORMATION: I <br />DENSE WOODS I I ASPHALT Q SITE BENCHMARK (BM) #1 IS A RAILROAD SPIKE AT 1 \ / \ PARKING / — _�T� ELEVATION 82.17 LOCATED NEAR THE INTERSECTION OF \ \ <br />— I ALSTON ROAD AND 20TH STREET. <br />oPAN— L ��� Z I \ <br />3pB� —� �I Ni i_—� I J \ <br />r r — I I Z -�-�=' SITE BENCHMERK (BM) #2 IS A "MAG" NAIL AND DISK \\ <br />Lj <br />L L -I-I- _ - ` STAMPED "CFD TRAY" AT ELEVATION 83.77 AND IS <br />Ld <br />LOCATED IN THE CENTERLINE OF 20TH STREET. / \ <br />1 ++�BA*SiOF BENCHMARK: // \ <br />1 — / - — — — -�- — — r 1 DESIGNATION: USGS MONUMENT #S-106 / \ <br />1 .A. /I w� - — — — —I— 1- — — -�-1- �� ELEVATION: 90.256 <br />NGVD19 9DATUM / \ <br />1 <br />CONVERSION TO NAVD 88 DATUM = -0.85 FEET <br />I WAWM.— <br />I o <br />-----1---rr: <br />I82_ ... "< ENS' WOODS — _ — / j i — — — — IM row <br />ASVHkCT IN <br />--- I-1 <br />I C dS <br />r Y us ur. a V ma Y <br />C7 rx a• <br />SITE BENCHMARK NO. 2 • I ° " x �°..u.. �Al �°° <br />"MAG NAIL /` L - <br />M.H. <br />N.RM.BI.ES <br />I ELEVATION = 83.77 »--- <br />G RCPI #3 <br />E RCPI #2 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />GAV �BENrE w e ``�-\-I- t -� +f �- Q _ I -I ¢'. <br />80 <br />— —�77777­1= �a4�1!N4l►s�'�walfna� J — _ I -I — — I I:._ <br />_I I�f ITT I —DE E WO DS <br />lil' I _ �— U ��)_ �� l 1 i <br />/ / <br />/ a <br />�SPM/(CTAARKING `� ��._�' — _ /// 1 \ / I <br />I I IIII <br />IIIIII I—I'fIIIII <br />a--1'I � \ -_ � � I ig'�,,'� �.. ��'�7�' �'�'�i,►,. <br />1 /ice <br />No 64986 <br />LP <br />1 DENSE WOODS / <br />F , <br />xl V / }y1^or 2' <br />STATE <br />cal. <br />RETENTION AREA I — 4KINSMAN, <br />HARJEFFERSON JR. IIl KINS, JOHN 0. <br />\ 9` 1 ' } _ .13-26-21-0070-09100-001. <br />h � 2 .97 AC <br />JRH 04/30/2018 <br />JRH 03/30/2018 <br />JRH 03/16/2018 <br />JRH 02/15/2018 H ADDENDUM #2 <br />DRN. REV. DATE REV. <br />7 <br />KJC 05/16/2018 <br />REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION <br />6 5 <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. DAIS I DRAMS � Np; 3401007 <br />4 <br />mnva <br />NORTH AMERICA <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019 <br />3 <br />REG. NU. 11c (tit <br />WAREHOUSE EXPANSION EXISTING CONDITIONS PLAN <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />IMIlliftirmuUm in In' an &b �`bHYM y <br />'unyD C-101 <br />MV. MM.: Vw sw <br />2 1 <br />FBI <br />C I <br />A <br />