%.i ! r ! v' !
<br />%./ r r r ♦ v r r r I
<br />< v V %./ V/ I I I' i \I 11 . V L-
<br />f- 4 i.-I \V ! '
<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 />
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