Laserfiche WebLink
SEC 19, TWP. 26S., RNG. 22E. <br />SURVEYORS NOTES <br />1. THE SURVEY SHOWN HEREON WAS PREPARED WITHOUT THE BENEFIT OF A TITLE <br />COMMITMENT. <br />2. FOR THE USE OF THIS SURVEY A PLATTED BEARING OF NORTH 46'57'29" WEST WAS <br />USED ALONG THE CENTER LINE OF TRUMP PLACE. (PERMANENT CONTROL POINTS) <br />3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF <br />ABOVE GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH <br />UNDERGROUND PLANS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. <br />SOME UTILITIES MAY HAVE BEEN OBSTRUCTED FROM VIEW (E.G.. DEBRIS OR VEHICLES <br />ON TOP OF) <br />4. THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY AND <br />TOPOGRAPHIC SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY <br />JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, <br />COMMISSION OR OTHER SIMILAR ENTITY. <br />5. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT <br />AS NOTED. <br />6. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, SETBACKS, RESTRICTIONS, <br />RIGHTS OF WAY, AND OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT <br />AS SHOWN. <br />7. FENCES SHOWN HEREON WERE ONLY LOCATED AT STARTING AND ENDING POINTS AND <br />MAY MEANDER BETWEEN POINTS LOCATED. (OWNERSHIP NOT DETERMINED BY THIS <br />SURVEY) <br />8. ALL OFFICIAL RECORD BOOK AND PAGE NUMBERS PERTAIN TO THE PUBLIC RECORDS <br />OF PASCO COUNTY, FLORIDA. <br />9. THE DESCRIPTION FOR THIS SURVEY WAS WRITTEN BY THIS SURVEYOR. <br />10. NO EVIDENCE WAS OBSERVED OR PROVIDED TO THIS SURVEYOR OF ANY <br />CEMETERIES OR BURIAL GROUNDS EXISTING ON THIS SITE. <br />11. THERE WERE NO OBSERVABLE EVIDENCE THAT THIS SITE WAS USED A SOLID WASTE <br />DUMP, SUMP OR SANITARY LANDFILL. <br />12. SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE <br />DESIGNATION "X", "A" & "AE BY THE FLOOD INSURANCE RATE MAP NO. <br />12101 CO459F, WITH A DATE OF IDENTIFICATION OF SEPTEMBER 26, 2014, WHICH IS <br />THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IS WHICH SAID <br />PROPERTY IS SITUATED. <br />13. THERE WAS NO OBSERVABLE EVIDENCE OR INFORMATION PROVIDED TO THIS <br />SURVEYOR OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES AND THERE <br />WAS NO OBSERVED EVIDENCE OF ANY RECENT STREET OR SIDEWALK CONSTRUCTION <br />OR REPAIRS. <br />14. ELEVATIONS SHOWN HEREON WERE BASED ON NATIONAL GEODETIC SURVEY SURVEY <br />BENCH MARK S 682, PID DK5507, SAID BENCH MARK HAVING A PUBLISHED <br />ELEVATION OF 75.20' NORTH AMERICAN VERTICAL DATUM OF 1988. ALL ELEVATIONS <br />SHOWN HEREON ARE RELATED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. <br />CURVE TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />CHORD BEARING <br />CHORD <br />DELTA <br />C16 P <br />49.53' <br />35.00' <br />N87°29'45"W <br />45.50' <br />81°04'31" <br />C33 P <br />813.51' <br />2493.32' <br />S43`48'03"W <br />809.90' <br />18°41'39" <br />C48 P <br />594.73' <br />2468.32' <br />S45°03'51 "W <br />593.24' <br />13*48'18" <br />C49 P <br />37.64' <br />773.27' <br />N45'33'49"W <br />37.63' <br />02'47' 19" <br />C 1 6 M <br />49.60' <br />35.00' <br />N87°25'32"W <br />45.56' <br />81 ° 12' 16" <br />C33 M <br />813.37' <br />2493.32' <br />S43'48'1 1 "W <br />809.77' <br />18'41'28" <br />C48 M <br />594.72' <br />2468.32' <br />S45°04'00"W <br />593.29' <br />13*48'18" <br />C49 M <br />37.57' <br />773.27' <br />N45°29'44"W <br />37.57' <br />02°47'01 " <br />APPROXIMATE <br />FLOOD ZONE LINE <br />61 <br />7 <br />0�\\ 0/1/ <br />y� \\ 75.63 74.87 <br />75.73 <br />\ / 7 <br />(3)15"X24" REINFORCED 5 9 <br />CONCRETE PIPES � \ <br />7 <br />/ <br />INVERT=72.62' <br />\ 7 <br />INVERT=72.66' \ \} <br />INVERT=72.49' F <br />TBM#1 <br />FOUND NAIL & DISC <br />STAMPED PCP BROWN 3555 <br />ELEVATION=76.19'(NAVD 1988) <br />76.15 \ <br />\ E <br />\ <br />\ 7 6 <br />\ <br />EXISTING LEGEND <br />(M) <br />= FIELD MEASUREMENT <br />(P) <br />= PER PLAT <br />= ASPHALT PAVEMENT <br />= CONCRETE <br />= STORM/DRAINAGE MAN HOLE <br />+ <br />= SPOT ELEVATION <br />TBM <br />= TEMPORARY BENCH MARK <br />NAVD <br />= NORTH AMERICAN VERTICAL DATUM <br />= TRAFFIC SIGN(AS NOTED) <br />= CONCRETE LIGHT POLE <br />WITH ELECTRIC HAND HOLE AT BASE. <br />= FOUND 4"X4" CONCRETE MONUMENT <br />STAMPED LB 6816 PRM <br />® <br />= FOUND 1/2"IRON ROD <br />STAMPED "BROWN PLS 3555" <br />0 <br />= FOUND NAIL AND DISC <br />STAMPED " PCP PLS 3555" <br />= FIRE HYDRANT <br />7// <br />/ <br />71.03 , j-i- <br />/ <br />/ <br />/4!3 <br />71 .2k' / <br />/ <br />=F.'19 v <br />74.44 <br />/ <br />71.19 <br />APPROXIMATE <br />° 73.57 7420 x FLOOD ZONE LINE <br />� <br />8 � � <br />74.20 <br />ZONE 'Y' <br />x 74.45 <br />ZONE 'AE" <br />(EL 74.2) <br />75.94 <br />��6.40 <br />/ <br />5 / <br />/ <br />76.5C,x <br />/ <br />aG / <br />76.21 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />CLEAR SITE TRIANGLE <br />PER PLAT FOR ALL CORNER LOTS <br />(SEE PLAT FOR RESTRICTIONS) <br />73.35 TOP OF BANK <br />DITCH 71.02 �\ <br />CONTINUES \ <br />\\ 71.29 <br />�N, 73.82 <br />73.65 70.81\\ <br />\�\\(73.85 <br />/71.32 x <br />01 / <br />/ <br />r <br />x 7 <br />/+ <br />� 75.22 <br />/ <br />x 75.02 <br />x 74.05 <br />BOTTOM OF DITCH <br />x 74.14 <br />TOP OF BANK <br />73.95 LOT 6 <br />x 73.69 <br />/ 74.45 „ <br />ZONE AE <br />74.2) x 74.89 <br />74.32 \ x 74.34 <br />+/ \ x 75.40 <br />71. / APPROXIMATE <br />74.98 S'S,FLOOD ZONE LINE <br />x 74.66 � x 74.78 x 76.15 <br />/ A2,, \ <br />' + F <br />/ / + <br />SILT FENCE,(1,520LF) <br />a +x 4.33 .7 �\ (TYP) <br />STORM <br />x 74.68 INLET <br />'Call 48 hours before you dig! I <br />7 <br />i" <br />/ <br />/ <br />/ <br />\ x 75.70 / / <br />1 „ 7 9 / <br />ZONE X \ , ,/ 76.45 <br />75.69 \ // <br />THROAT=75.90' <br />/ <br />76.83, � � , <br />75.09 f / / 16.67 /- EXIST.FHA <br />x 76. <br />/ <br />75.01 74.52 x x 7 .15 /' i 6.49 <br />74.86 <br />74.40 x <br />/ <br />x <br />7 i <br />ZONE ';4E" /' 6.78/ <br />(EL 74.2) /' 6.61 7 .45 <br />74.54 x <br />APPROXIMATE ,' �.� / �,� 6.b7 <br />FLOOD ZONE LINE <br />x 74.57 <br />74.86 /6.5 /Gw' <br />x 74.58 // � 1A, / 44 <br />b <br />/ <br />/ /+76.40 <br />6 5 <br />6.30 <br />STORM MH <br />ZONE ,4E" x 75.02/,� TOP=76.52' <br />(EL 74,2) /' / / ' <br />LOT 7 76.4 <br />2.80 ACRES x 74.43 / 6.13 tk xx' <br />(VACANT) / /76.' <br />5 74.84 <br />4119 <br />/ <br />�x_�6.01/ 0 xx <br />75.97 /P 'f ix <br />/ , <br />75.03x <br />x 74 <br />75A5 <br />7_�.72 TBM#2 <br />7 7 ,' SET MAC NAIL <br />7 5 , ELEVATION=75.74' <br />/ <br />(NAVD 1988) <br />75.60 <br />�¢ 7 / <br />/ <br />i <br />5 <br />THROAT=75.05' <br />75.5- <br />/ <br />IT'S THE LAW! <br />1-800-432-4770 <br />N <br />0' 30' 60' <br />SCALE: 1 " = 30' <br />C1 ^ o <br />to U <br />� <br />v^p0 0to 0 <br />I <br />M U.) <br />JNN 0, <br />�LL <br />O <br />MM <br />0 <br />v�v <br />..^^ <br />W <br />tD <br />X. <br />a: CC T <br />XL. m <br />o v s�o <br />L. <br />L6 0 <br />0 <br />_ m <br />0. <br />6 L N <br />-o <br />E2 <br />z <br />0 <br />L o o Iv <br />y <br />E; <br />AM <br />-i <br />v, <br />0 E= LLjIx <br />0 <br />ILL. <br />w <br />m <br />m <br />2 <br />J <br />Q <br />z <br />z <br />o <br />w <br />0 <br />W <br />?� <br />Y <br />Ld <br />Z <br />W <br />� <br />� <br />2 <br />v <br />Q <br />Wd <br />o <br />Q <br />JCL <br />0 <br />�00 <br />ILL. <br />�y <br />(d <br />Z j <br />E-4 _J <br />� V) <br />J � <br />W <br />N <br />UILL <br />0 <br />aw <br />th <br />V, <br />U <br />Cw w <br />l­ <br />0 <br />0 <br />W <br />O <br />ti <br />�C q <br />W <br />} <br />m <br />O <br />i) <br />5 <br />W <br />w <br />e <br />0) <br />w <br />r- <br />w <br />to <br />v <br />I") <br />N <br />r <br />ak <br />W <br />DATE: 7/24/17 <br />JOB #:16-31 <br />SCALE: 1 " = 30' <br />SHEET #: 3 OF 5 <br />