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SSMH <br />RIM = 135.69 <br />E. INV. = 130.98 <br />S. INV. = 131.08 <br />GRAND HORIZONS - PHASE FOUR <br />PLAT BOOK 61, PAGES 23-26 <br />FIRE NT <br />SSMH VA VEHYDASSEMBLY <br />RIM = 135.90 <br />W. INV. = 129.90 <br />E. INV. = 129.85 <br />NORTH _LIW LINE s N <br />o � <br />270.6' OF 8" PVC PC rnR <br />EDGE OF PA <br />CONCRETE WA(X--�.�.��'.'.. ::,.....; <br />S 89'56'06" E 93.70' <br />cZ01IT14 R/W lINF ♦ �70 4- <br />.»vIH <br />RIM = 143.99 <br />N. INV. = 138.21 <br />S. INV. = 138.31 <br />E. INV. = 138.40 <br />FD N&D (PCP) #4281 IN PAVEMENT <br />ELEVATION = 136.01 <br />GRAND HORIZONS - PHASF FOUR <br />OOK 6>, PAGES 3-26 P AT B <br />O <br />;n I <br />0 <br />0 <br />CIO <br />W I W co <br />C+J v <br />10.00' UTILITY EASEMENT <br />R/W LINE �pp0' _ 3Lzo <br />93.70' N 89'56'06" W <br />405.2 ' OF 8" PVC <br />18' HOPE i <br />R/W Uj <br />1.11 ACRES f <br />W <br />v <br />W <br />CD <br />O <br />260.4' OF 8• ,VC <br />GRATE IN <br />TOP - 148.11_ <br />W. INV. - 139A9 <br />GRAND HORIZONS - PHASE THREE <br />PLAT BOOK 53, PAGES 120 - 123 <br />f l IRUF TARI F <br />Cl <br />151.00' <br />1930.00' <br />04'28'57" <br />S 8741'37" E <br />150.96' <br />C2 <br />8.09' <br />1830.00' <br />00' 15' 12" <br />S 85' 19'33" E <br />8.09' <br />C3 <br />143.00' <br />1730.00' <br />04'44'09" <br />N 8734'01 " W <br />142.95' <br />C4 <br />27.14' <br />1930.00' <br />00'48'21" <br />N 89'31'56" W <br />27.14' <br />C5 <br />61.93' <br />1930.00' <br />01'50'18" <br />N 88'12'36" W <br />61.93' <br />C6 <br />61.93' <br />1930.00' <br />01'50'18" <br />N 86*22'18" W <br />61.93' <br />C7 <br />1 58.65' <br />1730.00' <br />1 01'56'32" <br />1 N 86-1O'13" W <br />1 58.64' <br />C8 <br />1 58.65' <br />1730.00' <br />1 01`56'32" <br />1 N 88'06'45" W <br />1 58.64' <br />C9 <br />1 25.70' <br />1730.00' <br />1 00'51'04" <br />1 N 89'30'34" W <br />1 25.70' <br />W <br />_A <br />W <br />O <br />RIM = 146.47 <br />W. INV. = 140.42 <br />E. INV. = 140.47 <br />10 <br />0 <br />BENCHMARK <br />SET N&D LB6382 IN PAVEMENT <br />ELEVATION = 137.41 <br />CD <br />W <br />N <br />co <br />SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST <br />PASCO COUNTY, FLORIDA <br />CITY OF ZEPHYRHILLS <br />Y <br />GRATE INLET <br />TOP - 137.85 <br />N. INV. - 130.65 <br />a- PI'c <br />UTILITY <br />EgSEME R <br />`----- <br />SSMH <br />RIM = 137.81 <br />W. INV. = 128.58 <br />E. INV. = 131.94 <br />N. INV. = 128.48 <br />10.00' UTILITY <br />EASEME <br />C� o° <br />OF <br />-FIRE HYDRANT & -t <br />VALVE ASSEMBLY <br />LEGEND <br />SSMH DENOTES SANITARY SEWER MANHOLE <br />DENOTES 8" PVC SEWER PIPE <br />HDPE DENOTES HARDIE PIPE <br />DENOTES 18" HDPE STORM PIPE <br />DENOTES CONCRETE LIGHT POLE <br />❑ DENOTES TRANSFORMER ON CONCRETE PAD <br />C) DENOTES ELECTRIC BOX <br />® DENOTES CABLE TV BOX <br />Q DENOTES SANITARY SEWER SERVICE <br />. DENOTES WATER SERVICE <br />® DENOTES TELEPHONE CABLE BOX <br />t DENOTES 5/8" IRON ROD FD. #LB6382 <br />EXCEPT AS NOTED ON MAP <br />__,_DENOTES LINE NOT TO SCALE <br />DESCRIPTION <br />LOTS 329 THROUGH 332 INCLUSIVE AND LOTS 339 THROUGH 342 INCLUSIVE, GRAND <br />HORIZONS - PHASE FOUR, AS PER THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 61, <br />PAGES 23 THROUGH 26 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br />NOTES <br />1. THIS MAP REPRESENTS A BOUNDARY AND ELEVATION SURVEY. <br />2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR <br />REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT <br />WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. <br />3. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN HEREON. <br />UNDERGROUND ENCROACHMENTS OR UTILITIES ( IF ANY ) NOT LOCATED IN <br />CONJUNCTION WITH THIS SURVEY. <br />4. DESCRIPTION SHOWN HEREON CREATED PER THIS SURVEY. <br />5. BEARINGS SHOWN HEREON ARE BASED ON ASSUMED DATUM AND REFERENCED TO <br />THE RECORD PLAT OF GRAND HORIZONS - PHASE FOUR. THE SOUTH R/W LINE OF <br />NEUKOM AVENUE = AS S. 89'56'06" E. <br />6. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THIS SURVEYOR NOT <br />RESPONSIBLE FOR EASEMENTS, ADDITIONAL RIGHTS -OF -WAYS OR OTHER <br />ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS OFFICE. <br />7. ANY REPRODUCTION OR DISTRIBUTION OF THIS SURVEY MAP OR REPORT WITHOUT THE <br />EXPRESS WRITTEN CONSENT OF SIMMONS & BEALL, INC. IS STRICTLY PROHIBITED. THIS <br />SURVEY MAP OR REPORT IS VALID ONLY TO THOSE INDMDUALS OR ENTITIES NAMED <br />HEREON. SIMMONS & BEALL, INC. AND/OR THE SIGNING PARTY ASSUMES NO <br />RESPONSIBILITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. <br />8. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO THE NATIONAL <br />GEODETIC VERTICAL DATUM OF 1929. PASCO COUNTY CONTROL BENCHMARK 636 USED <br />AS ELEVATION BASIS. PUBLISHED ELEVATION OF 135.788. <br />SSMH <br />RIM = 156.35 <br />W. INV. = 150.00 <br />g <br />0 <br />N <br />0 <br />a <br />30 15 0 30 <br />SCALE: 1 "=30' <br />THE SURVEY INFORMATION <br />BEFORE DIGGING CALL PROVIDED BY THE O#NER/ <br />SUNSHINE STATE ONE -CALL OF FLA DEVELOPER OR CONTRACTOR. <br />1-800-432-4770 AEC INC. IS NOT RESPONSIBLE <br />FSS 93.240, SECTIONS 556.101-556.111 FOR ACCURACY OF THE <br />REQUIRES MIN. OF 2 DAYS AND MAX. OF TTT�1L� <br />5 DAYS NOTICE BEFORE YOU EXCAVATE. PRO1'lDED INFOR''M <br />TION. <br />z <br />O <br />W <br />w <br />} <br />m <br />W <br />H <br />Q <br />0 <br />ZN <br />m <br />'t <br />Lo <br />W <br />1` <br />.1 <br />b <br />N <br />OD <br />0> <br />00 <br />KO <br />ti <br />^� <br />LL <br />O0 <br />!� <br />� <br />wry <br />° <br />•� <br />v <br />O <br />'001 <br />o <br />W <br />W <br />�U <br />O <br />�U <br />o� <br />W <br />V <br />W <br />O <br />Pn Lq <br />O <br />N <br />O <br />O W <br />w <br />�w <br />DATE: 11-I1-09 <br />SCALE: <br />FIELD BK <br />DR WN BY.• CET <br />CHECKED alas <br />SHEET NO. <br />2 OF 10 <br />AEC PROJECT NO. <br />0965C <br />