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0- <br />0- <br />a) <br />a <br />00 <br />E <br />a <br />r` <br />LO <br />N <br />00 <br />0 <br />N <br />c� <br />0 <br />-0 <br />C <br />L <br />a. <br />0) <br />0 <br />O <br />U <br />ti <br />O <br />O <br />O <br />a; <br />E <br />M <br />C <br />N <br />U_ <br />U <br />C <br />ra <br />M <br />9 <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 />LOD <br />LIMITS OF DISTURBANCE <br />SF <br />SILT FENCE <br />SSF <br />SUPER SILT FENCE <br />PAVEMENT LINE, SIDEWALK LINE <br />CURB, CURB AND GUTTER <br />25.50±EX <br />25.50 <br />SPOT ELEVATIONS <br />25 <br />25 <br />CONTOURS <br />SA <br />SANITARY SEWER <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 />�� <br />RP <br />RED.PRESSURE BACKFLOW PREVENTER <br />P\, F <br />-Q Pw F <br />POST INDICATOR VALVE <br />VALVE <br />SECTIONAL CONTROL VALVE <br />SPRINKLER RISER <br />WATER METER <br />^ <br />PHONE/POWER POLE <br />`E <br />INLET <br />Q <br />FLARED END <br />----- <br />MITERED END <br />7rr <br />FLUME <br />— <br />ENDWALLS <br />Q P P <br />UTILITY POLE <br />�-+ <br />SINGLE LIGHT STANDARD (LIGHT POLE) <br />�-�-� <br />DOUBLE LIGHT STANDARD (LIGHT POLE) <br />POLE MOUNTED SECURITY CAMERA <br />Ell <br />TRANSFORMER <br />0 <br />VAULTS <br />o <br />STORM SEWER MANHOLE <br />o <br />- <br />SANITARY SEWER MANHOLE <br />CLEAN OUT <br />ELECTRICAL MANHOLE <br />ST 1 <br />ST-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 />no <br />5 <br />M <br />CIVIL ENGINEERING PLANS <br />IMPROVEMENTS <br />ADDENDUM 2 <br />MAY 1612018 <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 />RIVERSIDE AVENUE <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 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <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. I REV. DATE I REV. <br />7 <br />4$�HASKELL The Haskell Company <br />I I I Riverside Avenue <br />Jacksonville, Florida 32202 <br />Phone # (904) 791-4500 <br />KJC 05/16/2018 <br />REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. I REV. DATE I MA*` DESION "*' 3401007 <br />CC 71M ND.: <br />6 5 4 <br />3 <br />2 <br />a- <br />1 <br />Z ePhy`hills <br />North <br />js <br />;z City of Z phyrhills <br />ZepZ �ythll <br />by-r ill <br />West Cis, <br />Pro -Lapin Garden Center <br />VICINITY MAP <br />SCALE 1" = 3000' <br />Nestle Waters <br />North America <br />a i <br />No 64986 '� r <br />STATE- OF___.. <br />z <br />I <br />WAREHOUSE EXPANSION <br />COVERSHEET <br />ZEPHYRHILLS NATURAL SPRING WATER <br />RWn <br />ZEPHYRHILLS, FLORIDA <br />NOR-H AMERICA <br />The Information contained an this document In the yobprop�r�y of NWNA <br />SIB <br />SHL>:T NO.: <br />REV. NO. <br />CORPORATE ENGINEERING OFFICE <br />1322 DRIVE,100 <br />and � not be or Ia«� to athm union aufharleed by NWNA. <br />D <br />C — 0 01 <br />DAM <br />D.M.: <br />SCALE <br />VWC <br />COPPESIDE <br />, TEXAS3 7501TE <br />2 <br />1 <br />VII <br />C <br />A <br />0 <br />