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' <br />. . - v v v v v • • . • y • - - . .. - . <br />PASCO <br />COUNTY <br />PARCEL IDENTIFICATION: <br />19-26-22-0010-00000-0070 <br />bottom of ditch <br />73.35 top of bank <br />ditch 1. <br />021, <br />continues <br />x 74.05 <br />71.29 <br />3.82 <br />73.65 <br />\��\ 73.85 x74.14 <br />top of bank �� top of bank <br />71.42 11> <br />73.43 \ 71.01 73.95 <br />// LOT 6 <br />/ x 73.69 <br />/ 4.45 <br />/ <br />ZONE "AE" <br />(EL 74.2) x 74.89 APPROXIMATE <br />' <br />74.32 74.34 FLOOD ZONE LINE <br />71 "// x 75.40 <br />/ /~ Ste• <br />74.98 S S, <br />74.194.66 6'st2si a ' x 74.78 x 76.15 <br />/ h <br />/ a F � <br />top of bank ,/ 71.22 ,/74.33 a 9 x 76.x 8 <br />12"14"16" ,`� �`S� storm 77.0; <br />(CONNECTED AT BASE) 'IfJ 76.54 <br />, 74.68 inlet <br />71.32 / x 75.70 <br />DIRT MOUND I 76.3< <br />74.00 //' /' 75.57 (HEIGHT VARIES) 1 <br />/ 75.�9 <br />71.12 18 , 18'; 18';20" 74.95 ZONE 'X" // <br />0k 75.22 / (CONNECTED AT BASE) 75.09 76.83 6.6 <br />76.46 <br />24 <br />€c^syr�, I <br />G / <br />71.30 74.52 4.B6 x 75.15 ,/ 6.49 <br />74.62 /' / / 75.02 74.40 <br />/ / 75.01 75.28// <br />LOT 8 // 71.07 �/' ZONE 'AE" ZONE 'A" /// <br />/ 6.7 <br />ap ximate bottom of (EL 74.2) 16", <br />6.61 76.45 <br />exterior of dirt mound / <br />� <br />30.00' DRAINAGE /' ra. /' x 74.63 APPROXIMATE x 74.54 ro`L FLOOD ZONE LINE <br />/ <br />EASEMENT / 6�ra• 714$1 <br />/ 6.37 � / <br />/ <br />/ <br />/ 7443 x 74.57 <br />74.94 / ./ <br />, / / x 74.42 �6.5 <br />,/ / x 74.68 74.86 , <br />71.60 // <br />/' / STORM MAN HOLE ,/ <br />top of bank // Alt, / 0.00' DRAINAGE x 74.20 TOP=76.52' / 6.4 <br />/ <br />/ •�j�' •'� EASEMENT ZONE ' 4E" <br />/' • N ' � 71. 53, 74.51 (EL 74.2) <br />� � , 60.00' <br />/ � / <br />/ , <br />/ \tK / ZONE 'AE" x75.()1 % 16 <br />74.07 / /' \ / / / (EL 74.2) 8 " 76.42 /' / G <br />// 71.03 LOT 7 <br />/ x 74.43 <br />top of bank 2.0824 ACRES x 74.43 ,/ 6.1 75.96 / <br />/// 74.38 x 73.76 /,/' P�176.13 <br />74.76 (VACANT) / / 6.01 <br />/ x 74.75 74.84� <br />/ ,�o , / x 74.29 / <br />75.00 , / 6\ ,/ 74.44 26"IS TYPICAL // 6.01 Q�pyQ� <br />top of bank /i' 71.191/' APPROXIMATE 2' CONCRETE GUTTER , 5.97 <br />/ h° yk <br />APPROXIMATE 'f �� ,�/ FLOOD ZONE LINE 76.03 //, 75 8 76.04 <br />1 24 <br />FLOOD ZONE LiNE // P <br />73.57 x 74.20 x 74.45 74.74 /' 5.81 <br />/ <br />/' / ,Vo e5 0� , / ZONE 'AE" x ' <br />`Q <br />74.94 / / Se, 71.43'' 74.8 75.86 / <br />(EL 74.2) <br />top of bank � /' / <br />S.7 <br />/ 72.27 �e / x 74.66 / 75.571 <br />75.63 74.87 / , 5.85 <br />0 �` / x 74.69 storm / <br />2.88 e� <e / // x 74.20 �� inlet ' TBM#2 <br />75.73 ,� - 6e / // /' 5.69 SET MAG NAIL <br />' 601\ / 74.47 ZONE 'X" �� `x 741KO 75.47 ' ELEVATION=75.74'(NAVD 1988) <br />75.57 72/38 ,� <br />� J / 10.00' UTILITY / 6 20 75.60 <br />75.7 2.9� /' vault with metal lid x 74.54 EASEMENT -� 5 7 / <br />75.61 6. 7 �g (use not known by this surveyor) J(\a // 75775. <br />58 <br />\ 75.9 C1 $ 74.53 x 74.44 x 74.82 �t0 01 '83 throat=75.05' <br />(3)15"x24" reinforced 82 `9 �� electric transformer x75.17 // / <br />concrete pipes 75.96 63 on concrete pad 74.98 0, et�e/ <br />76.0 x 74.44 5 /16.2 75.57 <br />75.76\( 2 ZONE 'X" / 0� C� , x <br />77 x 74.25 �( X.` <br />75.8 b� / / 76.1 <br />invert=72.62' `S�- cS` `' (� / 75.97 <br />�� 5 t� 75.38 / <br />invert=72.66' 75.89 ��� 6.37 `�\ 10.00' UTILITY �a�.�t`0 //' /X 76.18 <br />L EASEMENT °0 0� <br />invert=72.49' �so�G, x 74.38 �1 y�te <br /># oo 6: 1 a 9e a / - 76.6 <br />TBM 1 o �j�?� x 74.46 0C �J cp �p/ x / 75.94 <br />FOUND NAIL & DISC <br />55 r�A �o 76� 765 ?ems ��J ae�a[ 75 195,,,09 Z 5' 76.4076.25 <br />STAMPED PCP BROWN 3555 <br />ELEVATION=76. 19'(NAVD 1988) A'�y �'oJ�\ 5`A x <br />6.6 74.76 / X76.50 <br />76.15 ��Fy 6.41 \ 77.0 <br />76.62 / 76.21 <br />76.36 <br />C 1 76.7 <br />76.64 76.8 76.9� 776.94 <br />CLEAR SITE TRIANGLE <br />76.74 76.89 76 75 PER PLAT FOR ALL CORNER LOTS <br />/ s.75 (SEE PLAT FOR RESTRICTIONS) <br />76.69 <br />77.00 <br />6.56 <br />TBM#3 76.52 <br />FOUND NAIL & DISC 76.56 x .85 <br />STAMPED PCP BROWN 3555 <br />ELEVATION=77.00'(NAVD 1988) 7629 <br />CERTIFICATIONS <br />THI = SURVEY IS CERTIFIED TO: <br />- P RK PLACE SEVEN, LLC <br />- C nterState Bank, N.A. <br />-Premium Title, Inc. <br />-011 Republic Notional Title Insurance Company <br />30 <br />i.4; <br />/11 76. <br />76.45 <br />- throat=75.90' <br />centerline <br />CURVE TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />CHORD BEARING <br />CHORD <br />DELTA <br />C 16 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 16 M <br />49.601 <br />35.00' <br />N87*2532 "W <br />45.56' <br />81 ' 12' 16" <br />C33 M <br />813.37' <br />2493.32' <br />S43'48'11 "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 />1 37.57' <br />1 02'47'01 " <br />TREE LEGEND <br />i <br />lo"S = OAK TREE AND SIZE DENOTED <br />10" ® = PINE TREE AND SIZE <br />8 0 = CYPRESS TREE AND SIZE <br />( IN FEET ) <br />I inch = 40 ft. <br />LEGEND OF SYMBOLS AND ABBREVIATIONS <br />(M) = FIELD MEASUREMENT \ <br />(P) = PER PLAT <br />= ASPHALT PAVEMENT <br />= CONCRETE <br />�D = STORM/DRAINAGE MAN HOLE <br />= SPOT ELEVATION <br />TBM = TEMPORARY BENCH MARK <br />NAVD = 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 FIRM <br />O = FOUND 1/2" IRON ROD <br />STAMPED 'BROWN PLS 3555" <br />o = FOUND NAIL AND DISC <br />STAMPED " PCP PLS 3555" <br />= FIRE HYDRANT <br />SURVEYORS NOTES <br />1. The Survey shown hereon was prepared without the benefit of a Title Commitment. <br />2. For the use of this Survey a Platted bearing of North 46'5729" West was used along <br />the center line of Trump Place.(Permonent control points) <br />3. The location of utilities shown hereon are from observed evidence of above ground <br />appurtenances only. The Surveyor was not provided with underground plans to determine the <br />location of any subterranean uses. Some utilities may have been obstructed from view <br />(e.g.. debris or vehicles on top of) <br />4. This Survey was conducted for the purpose of a Boundary and Topographic Survey only, <br />and is not intended to delineate the regulatory jurisdiction of any Federal, State, Regional <br />or local Agency, Board, Commission or other similar entity. <br />5. No underground installations or improvements have been located except as noted. <br />6. No instruments of record reflecting Easements, Setbacks, Restrictions, Rights of Way, <br />and or Ownership were furnished to this Surveyor except as shown. <br />7. Fences shown hereon were only located at starting and ending points and may meander <br />between points located. (ownership not determined by this survey) <br />8. All Official Record Book and Page numbers pertain to the Public Records of Pasco <br />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 Cemeteries or Burial Grounds <br />existing on this site. <br />11. There were no observable evidence that this site was used a solid waste dump, sump <br />or sanitary landfill. <br />12. Said described property is located within an area having a Zone Designation "X'; 'A" & 'AE by <br />the Flood Insurance Rate Map No. 12101 CO459F, with a date of identification of SEPTEMBER 26, <br />2014, which is 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 surveyor of any proposed <br />changes in street right of way lines and there was no observed evidence of any recent street <br />or sidewalk construction or repairs. <br />14. Elevations shown hereon were based on National Geodetic Survey Survey Bench Mark s 682, <br />pid DK5507, Said bench mark having a published elevation of 75.20' North American Vertical Datum <br />of 1988. All elevations shown hereon are related to the North American Vertical Datum of 1988. <br />DESCRIPTION <br />Lot 7, PARK PLACE CENTER, as recorded in Plat Book 65, Pages 77 through 80 of the Public Records of Pasco <br />County, Florida. <br />REVISIONS I <br />6�'��' (2 7 <br />PETER J. LEMAY <br />STATE OF FLORIDA SURVEY & MAPPER NO. 6017 <br />3 0312712018 ADDED CERTIFICATIONS PJL "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED <br />SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." ADDITIONS <br />2 02127120181 ADDED TREES PJL OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE <br />1 06 22 2016 REVISED ELEVATIONS PJL SIGNING PARTY OR PARTIES iS PROHIBITED WITHOUT WRITTEN <br />CONSENT OF THE SIGNING PARTY OR PARTIES. <br />NO. DATE I DESCRIPTION BY <br />SHEET 1 OF 1 <br />LICENSE BUSINESS NUMBER 7356 <br />34431 LEMAY DRIVE <br />ZEPHYRHiLLS, FL 33543 <br />TELEPHONE (813) 779-7123 <br />DRAWN BY PJL FIELD DATE 0511612016 <br />PARTY CHIEF PJL COMPLETION <br />CHECKED BY I PJL JOB NO. 16030 <br />