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�P�- PLAT V) 0 _oZM - MEASURED 'LL_FOUND 5/8" IRON ROD & CAP FOUND 5/8" IRONROD & CAP D - DEED (O .e
STAMPED 'AJP PSM 6330" STAMPED 'AJP PSM 6330" (C)- CALCULATED Fn 'C I,
0.28' NORTH 0.92 NORTH L.B. - LICENSED BUSINESS ~� w m
0.53' WEST 0.55' WEST S89`25'51"E 660.00' x� C.M.P.- CORRUGATED METAL PIPE w
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II I ------- - ------ - -------- -------------------------------------- STAMPED L67805»
F.F.E. - FINISH FLOOR ELEVATION J m
U.E.- UTILITY EASEMENT U
D.E.- DRAINAGE EASEMENT cc
OHU - OVERHEAD UTILITY LINE t
`b- WOOD POWER POLE
GUY ANCHOR
45.3' 45.3' 72.5' I I C.C.R.- WOODFIED LIG TORNER POLE RECORD
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J W z Q to / / / �� �\ I I N o o a LOT 2, HEADER RANCHES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN o 0
w Q } - W / / / ti a I N PLAT BOOK 40, PAGE 38, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. a c m
U 0 L� O / / 384.0' \ \ \ / + O J Cl) o
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w = Q Q I I I ' 1 z ti PROPOSED COVERED PATIO < (VACANT) c� Ln
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of 6 0�' W w I 0 Zz - - _________ - I I PROPOSED ,- � � LW
�y°xtia Q Q N LICIT --- I I 12„ I COVERED N � 2 ' z o
_ Q - _ r I I PROPOSED DIRT DRIVEWAY PROPOSED POND / o w w 1 . THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE Q
��� o U - ------- I PORCH w w � $•7' PROPOSED CONC. POOL & DECK in w CV U z w
Q rt---------- I / AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. .. w w m
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10" �U g c, 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE o N a o) m
(n I �Z IW- I I \ \ / / �+ 5.0' a M PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH `V J
I I Q> 13.0' '� 28.o' 15.7' \1 198.3'
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� 14"a ouj ff+ 21•°' THE 201 1 ADJUSTMENT (NSRS 2011).
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PROPOSED WATER LINE O
o \\ �� �x��/ �/ I 12„ N 12„ Iry� 10„ I xry 3. THE EAST RIGHT OF WAY LINE OF NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT
w Y 14" CANAL NO. 59 IS ASSUMED TO BEAR NORTH 00°05'24" WEST AND ALL OTHER BEARINGS
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a SHOWN HEREON ARE RELATIVE THERETO.
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CL o m \ \ \ _ _ i / i i/ PROPOSED WELL �5, RADIOS a
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J o I A- �� 4. THE HORIZONTAL LOCATION OF NON-DIMENSIONED FEATURES ARE PLOTTED TO SCALE, W
a - UNLESS NOTED OTHERWISE.
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12„ 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. W
I I l I 10„ 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. Z
I 7. FIELD SURVEY LAST CONDUCTED ON JUNE 1 , 2020.
o`' 18" 8. OVERALL PARCEL CONTAINS 5.00 ACRES, MORE OR LESS. _
FOUND 5/8" IRON ROD & CAP 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING Q
ti e a FOUND 5/8" IRON ROD & CAP STAMPED AJP PSM 6330
ti ti STAMPED "AJP PSM 6330" N89'32'29"W 660.00' ��°° PPARTY ARTIE OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 0 Q
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9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, M
I I Z I OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. W Q ap
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3 LOT 1 10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. Z Cl) LL
wo w (VACANT) HEADER RANCHES SUBDIVISION = Q Z
0 �Q PLAT BOOK 40, PAGES 38 11 . ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM M U
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I I o� OF 1988 (NAND 88). O =
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I I N oQ 12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT W
w l Zm DETERMINED AS PART OF THIS SURVEY. Q Q N U
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I 13. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA Z Q Z W
HAVING A FLOOD ZONE DESIGNATION OF "X" AND "A", ACCORDING TO THE FEDERAL 5 W O (j
EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL 0 = H
SOUTHWEST CORNER LOT 1 FOUND 5/8" IRON ROD & CAP NUMBER 121 1 1 CO150J AND 121 1 1 C01 65J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16,
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STAMPED "AJP PSM 6330" 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR W
- - - - - - - - TO CONSTRUCTION. U)
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14. SIZE OF TREES, AS SHOWN HEREON, WERE MEASURED AT BREAST HEIGHT OF TRUNK. N/ 0
♦/Y Y / Z
m m CERTIFIED TO "' °
O O DIEDERICH HUECK
0 0 CHRISTIE HUECK O
140' a
SURVEYOR'S CERTIFICATE
NATURAL GRADE EL 20.3 Z
TOP OF WATER I HEREBY CERTIFY THAT THE BOUNDARY SURVEY, AS SHOWN HEREON, IS A TRUE AND
CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND (�
NOTI:-DIRTREMOVEDFROMPROPOSEDPONDAREA TORE 1 4 11 4 1 SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I Z
4 4 FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF �
USED FOR SITFFILL PURPOSES. APPROXIMATELYI FOOT OF EL 9.3 PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS J
FILL TO BE USEDFORPROPOSEDDRIVFWAY. APPROXIMATELY AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
CROSS SECTION A-A 472.027, FLORIDA STATUTES.
SFFET OFFILI TO BE USED FOR PROPOSED RESIDENCE PROPOSED POND
NOT TO SCALE CIVILSU V DESIGN GROUP, INC.
SHEET NO.
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BY: BRIAN C. KIERNAN DATE OF SIGNATURE 1
PROFESSIONAL SURVEYOR & MAPPER OF
FLORIDA REGISTRATION NO. 6101 1