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Direction @ = AT PVC Polyvinyl Chloride Pipe �26 Electric Transformer D-1 81.00 35" RCP 76.15 East - - PROPERTY LINE 75 5 FT CONTOUR ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS HDPE High Density Polyethylene •� Light Pole 38" RCP 76.11 West AVB = ACTIVE VEHICLE BARRIER 8180 Finished Floor Elevation w Spot Light Bottom 76.10 D STORM DRAIN PIPE 71 1 FT CONTOUR BVCE = BEGIN VERTICAL CURVE ELEVATION •�- Temporary Benchmark ® Camera Pole � 82.16 24" RCP 77.46 East TOP OF FILL SLOPE BVCS = CC = BEGIN VERTICAL CURVE STATION CENTER OF CURVATURE TBM Temporary Benchmark Fiber Optic Vault RCP 76.46 West W W WATER MAIN PIPE - -® Invert I�' Fiber Optic Cable Marker Bottom 7 TOE OF FILL SLOPE CL = CMP = CENTERLINE CORRUGATED METAL PIPE Catch Basin M Telephone Pull Box 7.89 West 7.29 - - - - FLOW LINE COMM = COMMUNICATIONS C� Mitered End -Section O Sign B04 7RCP Bottom - - - - TOP OF CUT SLOPE (S.E. POND BERM ONLY) CONC = CONCRETE ® Storm Manhole ® Air Conditioning Unit 5.47 � 78.57 18" RCP 7.East � � - � TOP OF BANK _ CONT CONTINUED/CONTINUOUS r Fire Hydrant O Round Post 18" RCP 75.92 Southwest COR = CORNER Irrigation Control Valve fl Oak g 75.17 - - TOE OF SLOPE SF SILT FENCE CID CONTROL POINT Water Meter �k Palm D-5 80.97 24'" RCP 75.67 Southwest a DEGREES d� Water Valve 1� Pine 240 RCP 75 97 West - 75 - 5 FT CONTOUR INLET PROTECTION DESC = DESCRIPTION ® Cleanout 4 Unknown Tree Bottom 80.97 D$ 81.76 24" RCP 76.11 Southeast 71 - 1 FT CONTOUR - '...: • ,a:- 0/DIA = _ DWG - DIAMETER DRAWING © Lift Station a Magnolia 24" RCP 76.16 West �!' `, , � • . •: CONCRETE _ DCM DRAINAGE CRITERIA MANUAL Back of Curb Elevation �2 Edge of Pavement Elevation E-� Maple Gate Bottom 78.06EACH D-7 78.81 24" RCP 74.41 North © BUILDING •• : ,:: ; +•; = EA = EAST x++ Spot Elevation -x x- Fence 24" RCP 74.31 South - EASTING Spot Elevation on Hard Surface D-8 79.62 18" RCP 74.92 South a BORE HOLE LOCATION ASPHALT ELEC ELECTRIC x+++ = Bottom 74'6 FLARED END SECTION EUELEV = ELEVATION D-9 80.32 38" RCP 76.02 East EOC = EDGE OF CONCRETE 36" RCP 76.07 West 8 GRATE INLET (ONSITE) DRAINAGE FLOW ARROW EOP = EDGE OF PAVEMENT i D-10 78.81 12" RCP 75.28 West EQ = EQUAL D-11 79.10 24" RCP 74.35 North ® GRATE INLET (OFFSITE) EVCE = END VERTICAL CURVE ELEVATION 12" RCP 74.95 East EVCS = END VERTICAL CURVE STATION 12" RCP 72.80 South ® SURVEY MONUMENT EX/EXIST = EXISTING Benchmark Information: NAVD 1988 Bottom 72.40 FES = FLARED END SECTION TBM #1 D-12 78.55 24" RCP 74.55 North FO = FIBER OPTIC Elevation = 84.22 Set PK nail & disk labeled "SurvTech Tray. Pt" in concrete walk, ±17' 18" RCP 74.60 West D-13 79.24 18" RCP 75.99 Northeast :;,; : �: ,: '.::r :..,..:;�:... CONCRETE FL = FDN = FLOW LINE FOUNDATION Southeast of a traffic sign; ±24' Northeast of a 16" palm tree. 24" HDPE 75.54 West • FT = FEET Bottom 75.14 West GA = GAUGE TBM # 2 R D-14 80.56 24 RCP 76.11 East ASPHALT G.B. GRADE BREAK Elevation = 82.12 Set PK nail & disk labeled "SurvTech Tray. Pt" in asphalt; ±120' Northeast of 8" PVC 76,16 West - GI - GPP GRATE INLET GREEN PROCUREMENT PROGRAM the Northeast building corner; t99' Southeast of a metal bollard. � Surveyor's Notes - GROUND � TBM #3 HRND = HAND HOLE � Elevation = 79.40 � - HCL - HORIZONTAL CONTROL LINE Set PK nail & disk labeled "SurvTech Tray. Pt" in asphalt; ±59' North of a 1.) Paper copies of this survey are not valid without the original signature and raised HORIZ = HORIZONTAL grate inlet; ±57' Northeast of the Northeast corner on a concrete pad with seal a Florida Licensed Surveyor and Mapper. Digital copies are not valid without TREES H.P. = HIGH POINT propane tanks. the digital signature of a Florida Licensed Surveyor and Mapper. IBC = INTERNATIONAL BUILDING CODE 2.) The horizontal datum utilized for this project is NAD 1983 Florida West, 2011 TBM #4 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida INV = INVERT Northing: 1412709.5 Permanent Reference Network (FPRN). LF LP = LINEAR FEET LIGHT POLE/LOW POINT Easting: 602235.82 3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. The "C-663" Elevation = 79.62 benchmark utilized was National Geodetic Survey (NGS) Control Station with M.E. - MATCH EXISTING Set PK nail & disk labeled "SurvTech Tray. Pt" in concrete border around an elevation of feet. hereon are from visible evidence only. Surveyor did not contact 4.) All utilities depicted h DEMOLITION LEGEND MH = MAX = MANHOLE MAXIMUM grate inlet. subsurface utility locator service. M.P.H. = MILES PER HOUR TBM #5 5.) No underground foundations or footers were excavated or located for this survey. REMOVE PAVEMENT STRIPING / MARKINGS MIN = MINIMUM Elevation = 80.01 6.) Surveyor makes no guarantees as to the species of trees or to the health of each NEPA = NATIONAL ENVIRONMENTAL POLICY ACT Set PK nail & disk labeled "SurvTech Tray. Pt" in as halt; p ±98' Southeast of tree depicted hereon, if this information is necessary a certified arborist should be contacted. DEMOLISH AND REMOVE STORM LINE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ` a light pole; f36' of a traffic sign. 7.) The trees shown hereon were located utilizing methods adequate for their accurate N = NORTH TBM #6 location and identification. However, this company and the signing or reserves P y 9 g surveyor DEMOLISH AND REMOVE CHAIN LINK FENCE NE = NORTHEAST Elevation = 78.92 the right to verify the location of all trees critical to the design of buildings, - N.I.C. - NOT IN CONTRACT Set PK nail &disk labeled "SurvTech Tray. Pt" in asphalt; p f33' Southeast of parking and other permanent features. It is the responsibility of the design to inform this company and/or the signing surveyor of any trees DEMOLISH AND REMOVE CURB AND GUTTER N: = NORTHING a light pole; t5 West of the end of asphalt. professional NW = NORTHWEST critical to their design so that those trees can be verified prior to the completion of the design. NO OZ - NUMBER ON CENTER 8.) This Survey has been performed without benefit of title policy or abstract. OVERALL DEMOLITION AREA O= OUNCE Therefore surveyor can make no guarantees to ownership or encumbrances. There may be additional easements and restrictions that can be found within the Public OHE = OVERHEAD ELECTRIC LINE Records of Pasco County. PERF = PERFORATED DEMOLISH AND REMOVE ASPHALT PAVEMENT PC = POINT OF CURVE PT = POINT OF TANGENCY PSI = POUNDS PER SQUARE INCH E POT = POTABLE DEMOLISH AND REMOVE CONCRETE PAVEMENT PVB = PASSIVE VEHICLE BARRIER PVI = POINT OF VERTICAL INTERSECTION DEMOLISH AND REMOVE GRASS PRC = RCP = RPR = POINT OF REVERSE CURVATURE REINFORCED CONCRETE PIPE REPAIR SAN = SANITARY TREE DEMOLITION SS SHT SANITARY SEWER LINE SHEET SIM = SIMILAR SF = SQUARE FEET S = SOUTH SE = SOUTHEAST SW = SOUTHWEST STD = STANDARD STL = STEEL SD = STORM DRAIN LINE SUST = SUSTAIN TEL = TELEPHONE LINE TRANS = T.O.C. = TRANSFORMER TOP OF CONCRETE TYP = TYPICAL UGE = UNDERGROUND ELECTRIC LINE VERT = VERTICAL VCP = VITRIFIED CLAY PIPE W = WEST I XS = EXTRA STRENGTH E I ,7 1 1 ISSUED FOR PERMIT 12/16/22 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD A • 0 671,1_4 _ 41 p STATE OF o /24i2os �i'o�'•:' ZOR10 ' `�1X I REF. DWG. NO I REFERENCE DRAWING TITLE i THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT. %vir❑oo ❑eo MERRICIC0 oo❑ WWWO"TUMER MERRICK PROJECT NO.: 3021600,491 CLIENT PROJECT NO.: SCALE: N/A TITLE: BLUE TRITON ZEPHYRHILLS CIVIL CIVIL LEGENDS AND ABBREVIATIONS REVISION 1 DRAWING NO.: 6004-CN-01-002 IC' 10 EET NO.: 1 OF 1 A Q r` I n I C I F: I (_ I N I I I I