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8 1 7 6 5IML4 3 2 1 <br />0- <br />ICL <br />a) <br />m <br />Q <br />(l) <br />N <br />00 <br />0 <br />N <br />N <br />N <br />0 <br />a) <br />c <br />d <br />o <br />0 <br />U <br />I- <br />0 <br />0 <br />0 <br />Iq <br />00 <br />E <br />cu <br />C <br />N <br />U_ <br />Nll <br />N <br />GENERAL CIVIL ENGINEERING LEGEND <br />EXISTING <br />PROPOSED <br />DESCRIPTION <br />— — <br />PROPERTY LINE <br />— — <br />RIGHT-OF-WAY LINE <br />— <br />— <br />CENTERLINE <br />— — — <br />— — — <br />SECTION,TOWNSHIP,RANGE LINE <br />x x x— <br />FENCE <br />RETAINING WALL <br />_,� <br />BUILDING <br />EXISTING TREE LINE <br />— <br />FEMA FLOODPLAIN BOUNDARY <br />------------ I_0D <br />LOD <br />LIMITS OF DISTURBANCE <br />SF <br />SILT FENCE <br />SSF <br />SUPER SILT FENCE <br />— <br />PAVEMENT LINE, SIDEWALK LINE <br />CURB, CURB AND GUTTER <br />25.50tEX <br />25.50 <br />SPOT ELEVATIONS <br />25 <br />25 <br />CONTOURS <br />SA <br />SANITARY SEWER <br />-` <br />STORM SEWER <br />W <br />W <br />DOMESTIC WATER <br />F <br />F <br />FIRE MAIN <br />— UG <br />UG <br />GAS MAIN <br />— — FM — <br />FM <br />SANITARY SEWER FORCE MAIN <br />E <br />E <br />UNDERGROUND ELECTRIC <br />— — OH — — <br />OH <br />OVERHEAD ELECTRIC <br />— — UT <br />UT <br />UNDERGROUND TELEPHONE <br />OT — — <br />OT <br />OVERHEAD TELEPHONE <br />— — UD — — <br />UD <br />UNDERDRAIN <br />FIRE HYDRANT <br />DOUBLE CHECK VALVE ASSEMBLY <br />�71 R.P. <br />R.P- <br />RED.PRESSURE BACKFLOW PREVENTER <br />F <br />PIV F <br />POST INDICATOR VALVE <br />WV <br />VALVE <br />004 <br />'9 <br />SECTIONAL CONTROL VALVE <br />N�7. <br />SPRINKLER RISER <br />'—' <br />WATER METER <br />PHONE/POWER POLE <br />INLET <br />FLARED END <br />MITERED END <br />FLUME <br />ENDWALLS <br />C_c - <br />®O P.P. <br />UTILITY POLE <br />�-� <br />SINGLE LIGHT STANDARD (LIGHT POLE) <br />DOUBLE LIGHT STANDARD (LIGHT POLE) <br />POLE MOUNTED SECURITY CAMERA <br />0 <br />TRANSFORMER <br />VAULTS <br />o <br />STORM SEWER MANHOLE <br />a <br />^= <br />SANITARY SEWER MANHOLE <br />CLEAN OUT <br />E70 <br />ELECTRICAL MANHOLE <br />ST-1 <br />Sr-1 <br />DRAINAGE STRUCTURE LABEL <br />S 1 <br />S 1 <br />SANITARY SEWER STRUCTURE LABEL <br />© B-12 <br />SOIL BORING <br />DETAIL REFERENCE <br />CIVIL ENGINEERING PLANS <br />NWNA BUILDING REVISION AND SITE <br />IMPROVEMENTS <br />7FPHYRHII I S FI <br />�ill 7�II�llJi�i[�� <br />JUNE 2612018 <br />SITE <br />INFORMATION <br />DEVELOPMENT NAME: <br />NWNA BUILDING REVISION AND SITE IMPROVEMENTS <br />LANDSCAPE ARCHITECT: <br />HASKELL ARCHITECTS AND ENGINEERS, P.A. <br />ERIC W. LYCKE, R.L.A. <br />FLORIDA R.L.A. # 1560 <br />DEVELOPMENT ADDRESS: <br />4330 20TH STREET <br />111 RIVERSIDE AVENUE <br />ZEPHYRHILLS, FL 33540 <br />JACKSONVILLE, FLORIDA 32202 <br />(904) 791-4581 <br />PETITIONER: <br />NESTLE WATERS NORTH AMERICA, INC. <br />MICHAEL GUILMETTE <br />CURRENT LAND USE: <br />INDUSTRIAL <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019 <br />(972) 462-3630 <br />PARCEL #: <br />13 26 210070 07400 0000 <br />OWNER NAME: <br />NESTLE WATERS NORTH AMERICA, INC <br />INTENDED USE: <br />INDUSTRIAL <br />PO BOX 120029 <br />STAMFORD, CT 06912-0029 <br />GENERAL NOTES <br />ZONING: <br />LI (LIGHT INDUSTRIAL) <br />1. "PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL (AND MAINTAIN DURING <br />ENGINEER: <br />HASKELL ARCHITECTS AND ENGINEERS, P.A. <br />CONSTRUCTION) ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE <br />JOSHUA R. HOUGH, P.E. <br />FINISHED FLOOR ELEV.: <br />84,67 <br />SITE." <br />FLORIDA P.E. # 72289 <br />A111 <br />RIVERSIDEAVENUE <br />2. "CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT" <br />JACKSONVILLE, FLORIDA 32202 <br />TOTAL SITE AREA: <br />45.79 AC <br />CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET <br />(904) 791-4744 <br />STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. RECORD DRAWINGS SHALL BE PROVIDED TO <br />DISTURBED AREA: <br />0.56 AC <br />THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION." <br />G RCPI #3 <br />E RCPI #2 r <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />JRH <br />04/30/2018 <br />JRH <br />03/30/2018 <br />J <br />ADDENDUM #3 <br />JRH <br />06/22/2018 <br />JRH <br />03/16/2018 <br />1 <br />RCPI #4 <br />JRH <br />06/22/2018 <br />JRH <br />02/15/2018 <br />H <br />ADDENDUM #2 <br />KJC <br />05l16/2018 <br />DRN. <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />DIRK <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />7 0 <br />6 <br />1 5 <br />HASKELL <br />The Haskell Company <br />1 I I Riverside Avenue <br />Jacksonville, Florida 32202 <br />Phone # (904) 791-4500 <br />DRN. REV. DATE °� 3401007 <br />4 <br />IN <br />VICINITY MAP <br />SCALE 1" = 3000' <br />CIVIL SHEET INDEX <br />Sheet Number Sheet Title <br />C-001 COVER SHEET <br />C-003 OVERALL SITE PLAN <br />C-101 EXISTING CONDITIONS PLAN <br />1 111, C-121 I NORTH GEOMETRY PLAN <br />C-131 UTILITY PLAN <br />C-141 NORTH GRADING & DRAINAGE PLAN <br />C-170 <br />1MPERSVIOUS SUMMARY PLAN <br />C-520 <br />GEOMETRY DETAILS <br />C-521 <br />GEOMETRY DETAILS <br />C-522 <br />GEOMETRY DETAILS <br />C-523 <br />GEOMETRY DETAILS <br />C-530 <br />UTILITY DETAILS <br />C-531 <br />UTILITY DETAILS - PUMP STATION <br />C-560 <br />EROSION & SEDIMENT CONTROL DETAILS <br />L-121 <br />LANDSCAPE PLAN <br />L-520 <br />LANDSCAPE DETAILS <br />D� <br />of <br />v` <br />�=- <br />JOlw 1�(fiGl P.E. <br />q P <br />ZS` <br />a® <br />WAREHOUSE EXPANSION COVERSHEET <br />logo ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />NORTH AMERICA rM Infamation cwwtobW an this d001Ni1ant N Ow ads pvpwty of NONA SIZE S MET NO: REV NO. <br />CORPORATE ENGINEERING OFFICE and may not be coPbd or disdowd to otbo unkm augmtod by Nam' _ O O <br />1322 CRESTSIDE DRIVE, SUITE 100 DAM D.M.: VwC yO&E. <br />COPPELL, TEXAS 75019 <br />3 2 1 <br />c I <br />W <br />