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A <br />LEGENDS <br />LJ <br />I <br />� I v <br />u <br />1 1 <br />ABBREVIATIONS <br />i <br />I <br />Z <br />0Z <br />of <br />o <br />w <br />w� <br />0 Q <br />rya <br />a= <br />LLJ U) <br />Xw <br />m <br />o w <br />mUJ <br />Z <br />o� <br />�a <br />Za <br />o W <br />�7<w <br />wZ <br />0= <br />0 <br />¢� <br />ZZ <br />_zQ <br />0 Cl <br />O w <br />W 0 <br />J <br />00 <br />z <br />�W <br />Z a- <br />ww <br />U) co <br />UJ <br />0 Z <br />LL OLLJ <br />wZ <br />-' o <br />0o U <br />t¢- w <br />Un O <br />w Un <br />m Y <br />o0 <br />w� <br />�w <br />LUo <br />LLJ <br />LLJ <br />n. J <br />WM <br />of <br />o~ <br />w= <br />0 O <br />ZLU=_ <br />H <br />Z� <br />_o <br />0a <br />Z Y <br />U <br />-w <br />� J <br />60 <br />wm <br />0 k <br />�w <br />0 <br />Z <br />Z O <br />Mw <br />w= <br />o� <br />¢Q <br />Zm <br />J <br />Y J <br />U ¢ <br />�U5 <br />�w <br />w <br />2_ <br />m= <br />0 <br />� m <br />¢Z <br />CLZ <br />w¢ <br />aw <br />ui N <br />0 <br />>o <br />w r <br />mD <br />�, ¢ <br />00 <br />~Z <br />w cn <br />� Y <br />ar � <br />Z <br />Zw <br />U) 0 <br />0 <br />�EZ <br />�¢o <br />�0 <br />LLI ~ <br />Z , <br />J <br />0 H <br />U <br />00 <br />0 <br />w� <br />J V <br />W <br />WLL- <br />o <br />y. W <br />Z U) <br />¢_ <br />0 W <br />¢ U <br />Z w-i <br />o <br />d I <br />0 LU <br />U)W <br />_ 2 <br />F- O <br />IMI <br />10 1 <br />SURVEYOR LEGENDS <br />Legend of Symbols & Abbreviations Drainage Structure Information <br />RCP <br />Reinforced Concrete Pipe <br />10 <br />Electrical Pull Box <br />PVC <br />Polyvinyl Chloride Pipe <br />Electric Transformer <br />HDPE <br />High Density Polyethylene <br />3� <br />Light Pole <br />83.80 <br />Finished Floor Elevation <br />Q�, <br />Spot Light <br />_! - <br />Temporary Benchmark <br />® <br />Camera Pole <br />TBM <br />Temporary Benchmark <br />Fiber Optic Vault <br />INVERT <br />Invert <br />F° <br />Fiber Optic Cable Marker <br />0 <br />Catch Basin <br />Fil <br />Telephone Pull Box <br />❑ <br />Mitered End -Section <br />® <br />Sign <br />Storm Manhole <br />Ao <br />Air Conditioning Unit <br />Fire Hydrant <br />a <br />Round Post <br />Irrigation Control Valve <br />0 <br />Oak <br />Water Meter <br />Palm <br />Water Valve <br />Pine <br />C0 <br />Cleanout <br />a <br />Unknown Tree <br />© <br />Lift Station <br />Magnolia <br />Back of Curb Elevation <br />0 <br />Maple <br />38.92 <br />Edge of Pavement Elevation <br />j <br />Gate <br />Spot Elevation <br />-x-x- <br />Fence <br />x++ <br />x+ <br />Spot Elevation on Hard Surface <br />Benchmark Information: NAVD 1988 <br />TBM #1 <br />Elevation = 84.22 <br />Set PK nail & disk labeled <br />"SurvTech <br />Tray. <br />PC <br />in <br />concrete <br />walk, ±17' <br />Southeast of a traffic sign; <br />±24' Northeast <br />of <br />a <br />16" palm <br />tree. <br />TBM #2 <br />Elevation = 82.12 <br />Set PK nail & disk labeled <br />"SurvTech <br />Tray. <br />PC <br />in <br />asphalt; <br />±120' Northeast of <br />the Northeast building corner; ±99' Southeast <br />of <br />a metal <br />bollard. <br />TBM #3 <br />Elevation = 79.40 <br />Set PK nail & disk labeled <br />"SurvTech <br />Trav, <br />Pt" <br />in <br />asphalt; <br />±59' North of a <br />grate inlet; ±57' Northeast <br />of the Northeast <br />corner on a concrete pad with <br />propane tanks. <br />TBM #4 <br />Northing: 1412709.5 <br />Easting: 602235.82 <br />Elevation = 79.62 <br />Set PK nail & disk labeled <br />"SurvTech <br />Tray. <br />PC <br />in <br />concrete <br />border around <br />grate inlet. <br />TBM #5 <br />Elevation = 80.01 <br />Set PK nail & disk labeled <br />"SurvTech <br />Tray. <br />PC <br />in <br />asphalt; <br />±98' Southeast of <br />a light pole; ±36' of a traffic sign. <br />TBM #6 <br />Elevation = 78.92 <br />Set PK nail & disk labeled <br />"SurvTech <br />Tray. <br />Pt" <br />in <br />asphalt; <br />±33' Southeast of <br />a light pole; ±5' West of the end of <br />asphalt. <br />Structure <br />Top El. (ft.) <br />Pipe Size, Material <br />Inv. S. (ft.) <br />Direction <br />D-1 <br />81.00 <br />36" RCP <br />76.15 <br />East <br />36" RCP <br />76.11 <br />West <br />Bottom <br />76A 0 <br />D-2 <br />82.16 <br />24" RCP <br />77.46 <br />East <br />24" RCP <br />77.46 <br />West <br />Bottom <br />76.96 <br />D-3 <br />82.04 <br />24" RCP <br />77.89 <br />West <br />Bottom <br />77.29 <br />DA <br />78.57 <br />18" RCP <br />75.47 <br />East <br />18" RCP <br />75.92 <br />Southwest <br />Bottom <br />75.17 <br />D-5 <br />80.97 <br />24" RCP <br />75.67 <br />Southwest <br />24" RCP <br />75.97 <br />West <br />Bottom <br />80.97 <br />D-6 <br />81.76 <br />24" RCP <br />76.11 <br />Southeast <br />24" RCP <br />76.16 <br />West <br />Bottom <br />76.06 <br />D-7 <br />78.81 <br />24" RCP <br />74A1 <br />North <br />24" RCP <br />74.31 <br />South <br />D-8 <br />79.62 <br />18" RCP <br />74.92 <br />South <br />Bottom <br />74.62 <br />D-9 <br />80.32 <br />36" RCP <br />76.02 <br />East <br />W" RCP <br />76.07 <br />West <br />D-10 <br />78.81 <br />12" RCP <br />75.26 <br />West <br />D-11 <br />79.10 <br />24" RCP <br />74.35 <br />North <br />12" RCP <br />74.95 <br />East <br />12" RCP <br />72.80 <br />South <br />Bottom <br />72.40 <br />D-12 <br />78.55 <br />24" RCP <br />74.55 <br />North <br />18" RCP <br />74.60 <br />West <br />D-13 <br />79.24 <br />18" RCP <br />75.99 <br />Northeast <br />24' HDPE <br />75.54 <br />West <br />Bottom <br />75.14 <br />West <br />D-14 <br />80.56 <br />24" RCP <br />76.11 <br />East <br />8" PVC <br />76.16 <br />West <br />Surveyor's Notes <br />1.) Paper copies of this survey are not valid without the original signature and raised <br />seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without <br />the digital signature of a Florida Licensed Surveyor and Mapper. <br />2.) The horizontal datum utilized for this project is NAD 1983 Florida West, 2011 <br />Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida <br />Permanent Reference Network (FPRN). <br />3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. The <br />benchmark utilized was National Geodetic Survey (NGS) Control Station "C-663" with <br />an elevation of 81.57 feet. <br />4.) All utilities depicted hereon are from visible evidence only. Surveyor did not contact <br />subsurface utility locator service. <br />5.) No underground foundations or footers were excavated or located for this survey. <br />6.) Surveyor makes no guarantees as to the species of trees or to the health of each <br />tree depicted hereon, if this information is necessary a certified arborist should be <br />contacted. <br />7.) The trees shown hereon were located utilizing methods adequate for their accurate <br />location and identification. However, this company and the signing surveyor reserves <br />the right to verify the location of all trees critical to the design of buildings, <br />parking and other permanent features. It is the responsibility of the design <br />professional to inform this company and/or the signing surveyor of any trees <br />critical to their design so that those trees can be verified prior to the completion <br />of the design. <br />8.) This Survey has been performed without benefit of title policy or abstract. <br />Therefore surveyor can make no guarantees to ownership or encumbrances. There <br />may be additional easements and restrictions that can be found within the Public <br />Records of Pasco County. <br />2 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />1 <br />ISSUED FOR PERMIT <br />06/24/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />0 <br />ISSUED FOR PERMIT <br />05/26/22 <br />TJS <br />ACS <br />JPRH <br />MTM <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />EXISTING LEGEND <br />CURB AND GUTTER <br />CHAIN LINK FENCE <br />- - <br />PROPERTY LINE <br />a a <br />STORM DRAIN PIPE <br />- - - - - <br />- FLOW LINE <br />- <br />TOP OF BANK <br />- <br />TOE OF SLOPE <br />-6300- <br />5 FT CONTOUR <br />6301 - <br />1 FT CONTOUR <br />® <br />BUILDING <br />6 <br />BORE HOLE LOCATION <br />CD <br />FLARED END SECTION <br />El <br />GRATE INLET (ONSITE) <br />M <br />GRATE INLET (OFFSITE) <br />SURVEY MONUMENT <br />T <br />STRIPED PEDESTRIAN PATH <br />CONCRETE <br />ASPHALT <br />DEMOLITION LEGEND <br />PROPOSEDLEGEND <br />- <br />CURB AND GUTTER <br />-6300 <br />5 FT CONTOUR <br />6301 <br />1 FT CONTOUR <br />CP CP <br />STORM CULVERT <br />- - <br />GRADING LIMIT LINE <br />2 <br />Q jf::1NLTET'PROTECTI0)DN <br />ENCE <br />CONCRETE <br />REMOVE PAVEMENT STRIPING / MARKINGS <br />DEMOLISH AND REMOVE RCP LINE <br />DEMOLISH AND REMOVE CURB AND GUTTER <br />DEMOLISH AND REMOVE PEDESTRIAN STRIPING <br />MEOVERALL DEMOLITION AREA <br />DEMOLISH AND REMOVE ASPHALT PAVEMENT <br />DEMOLISH AND REMOVE CONCRETE PAVEMENT <br />DEMOLISH AND REMOVE GRASS ISLAND <br />REF. DWG. NO I REFERENCE DRAWING TITLE ' <br />7/� o 67114 <br />STATE OF << <br />Off•r t 1 <br />1tllllill� <br />ASPHALT <br />ABC = <br />AGGREGATE BASE COURSE <br />ACP = <br />ASPHALTIC CONCRETE PAVEMENT <br />AD = <br />ALGEBRAIC DIFFERENCE <br />& = <br />AND <br />APPROX = <br />APPROXIMATE <br />ARV = <br />AIR RELIEF VALVE <br />@ = <br />AT <br />ASCE = <br />AMERICAN SOCIETY OF CIVIL ENGINEERS <br />AVB = <br />ACTIVE VEHICLE BARRIER <br />BVCE = <br />BEGIN VERTICAL CURVE ELEVATION <br />BVCS = <br />BEGIN VERTICAL CURVE STATION <br />CC = <br />CENTER OF CURVATURE <br />CL = <br />CENTERLINE <br />CMP = <br />CORRUGATED METAL PIPE <br />COMM - <br />COMMUNICATIONS <br />CONC = <br />CONCRETE <br />CID = <br />CONTROL POINT <br />CONT = <br />CONTINUED/CONTINUOUS <br />° = <br />DEGREES <br />DESC = <br />DESCRIPTION <br />O/DIA = <br />DIAMETER <br />DWG = <br />DRAWING <br />DCM = <br />DRAINAGE CRITERIA MANUAL <br />EA = <br />EACH <br />E = <br />EAST <br />E: = <br />EASTING <br />ELEC = <br />ELECTRIC <br />EUELEV = <br />ELEVATION <br />EOC = <br />EDGE OF CONCRETE <br />EOP = <br />EDGE OF PAVEMENT <br />EQ = <br />EQUAL <br />EVCE = <br />END VERTICAL CURVE ELEVATION <br />EVCS = <br />END VERTICAL CURVE STATION <br />EX/EXIST = <br />EXISTING <br />FES = <br />FLARED END SECTION <br />FO = <br />FIBER OPTIC <br />FL = <br />FLOWLINE <br />FDN = <br />FOUNDATION <br />FT = <br />FEET <br />GA = <br />GAUGE <br />G.B. = <br />GRADE BREAK <br />GI = <br />GRATE INLET <br />GPP = <br />GREEN PROCUREMENT PROGRAM <br />GRND = <br />GROUND <br />H = <br />HAND HOLE <br />HCL = <br />HORIZONTAL CONTROL LINE <br />HORIZ = <br />HORIZONTAL <br />H.P. = <br />HIGH POINT <br />IBC = <br />INTERNATIONAL BUILDING CODE <br />INV = <br />INVERT <br />LF = <br />LINEAR FEET <br />LP = <br />LIGHT POLE/LOW POINT <br />M.E. = <br />MATCH EXISTING <br />MH = <br />MANHOLE <br />MAX = <br />MAXIMUM <br />M.P.H. = <br />MILES PER HOUR <br />MIN = <br />MINIMUM <br />NEPA = <br />NATIONAL ENVIRONMENTAL POLICY ACT <br />NPDES = <br />NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM <br />N = <br />NORTH <br />NE = <br />NORTHEAST <br />N.I.C. = <br />NOT IN CONTRACT <br />N: = <br />NORTHING <br />NW = <br />NORTHWEST <br />NO = <br />NUMBER <br />OC = <br />ON CENTER <br />OZ = <br />OUNCE <br />OHE = <br />OVERHEAD ELECTRIC LINE <br />PERF = <br />PERFORATED <br />PC = <br />POINT OF CURVE <br />PT = <br />POINT OF TANGENCY <br />PSI = <br />POUNDS PER SQUARE INCH <br />POT = <br />POTABLE <br />PVB = <br />PASSIVE VEHICLE BARRIER <br />PVI = <br />POINT OF VERTICAL INTERSECTION <br />PRC = <br />POINT OF REVERSE CURVATURE <br />RCP = <br />REINFORCED CONCRETE PIPE <br />RPR = <br />REPAIR <br />SAN = <br />SANITARY <br />SS = <br />SANITARY SEWER LINE <br />SHT = <br />SHEET <br />SIM = <br />SIMILAR <br />SF = <br />SQUARE FEET <br />S = <br />SOUTH <br />SE = <br />SOUTHEAST <br />SW = <br />SOUTHWEST <br />STD = <br />STANDARD <br />STL = <br />STEEL <br />SD = <br />STORM DRAIN LINE <br />SUST = <br />SUSTAIN <br />TEL = <br />TELEPHONE LINE <br />TRANS = <br />TRANSFORMER <br />T.O.C. = <br />TOP OF PIPE <br />TYP = <br />TYPICAL <br />UGE = <br />UNDERGROUND ELECTRIC LINE <br />VERT = <br />VERTICAL <br />VCP = <br />VITRIFIED CLAY PIPE <br />W = <br />WEST <br />XS = <br />EXTRA STRENGTH <br />`THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY <br />CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE <br />DRAWINGS AND DO NOT OCCUR IN THE PROJECT. <br />VVr <br />❑❑❑ rMERRICK' ❑ ❑ <br />000 <br />WHMNG-TuRNER MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: N/A <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />CIVIL LEGENDS AND ABBREVIATIONS <br />REVISION: DRAWING NO.: SHEET NO.: <br />2 6004-CN-00-002 1 OF 1 <br />41 <br />A Q <br />n <br />r <br />H <br />