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SITE PLAN
LYING IN SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST
SAINT LUCIE COUNTY, FLORIDA
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ARC LENGTH m x
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CONCRETE MONUMENT
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IDENTIFICATION NUMBER
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HILLIARD JOHNSON
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PARCEL ID 2308-132-0005-000-2
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NUMBER I-- z x
NOT TO SCALE Q
OVERHEAD UTILITIES W ml 5x
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PAGE(S) -� owl 75.00 EXISTING WELL W ENCLOSED 24,12 SEPTIC 21,2 N 0 H-
72.18 12.90' 4 ' X N x 21, Q J
PROFESSIONAL LAND SURVEYOR I PORCH 32.0
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POINT OF BEGINNING Q = x FND 5/8 IRC W 30.10' - W = 13
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10. THE LAST DATE OF FIELD WORK WAS FEBRUARY 10, 2018.
DATE+NOVEMBER 01, 2017
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
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PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO.4971
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USING CARLSON SURVEY 2008.
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4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
PRINTED DATE
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MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE
SHEET 1 OF 1
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(F.A.C.) 5J-17-051.
PROJECT N0. 17-565
SITE PLAN
LYING /N SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST
SAINT LUCIE COUNTY, FLORIDA
9
FDOH in St. Lucie County
Environmental Health
11
22,1 22,0
122.2
FND 5/8IRC
21.8 Ix LB # 4108
IIIII BENCHMARK
Al r-1 ELEV = 22.09'
Site Plan Approved for Construction I— x
Supersedes All Previous Site Plans for Q 1
OSTDS u r-- Ib2.L4"Z & Well # W
Date: Z Zi x
Reviewer: I I 1
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LEGEND & ABBREVIATIONS z x
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FND
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IR
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MON
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NAVD
NGVD
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CHIP
ORB
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PG(S)
PLS
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RLS
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ARC LENGTH
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AIR CONDITIONER
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PARCEL ID 2308-132-0005-000-2
OCCUPIED
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LB 4108 x—x—x-
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88.04' 2 2 , 5 19.82' 24.52' M
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4' METAL FENCE 21,4 I x—X—X X—X—X NX—X—X—x—X—X—x—X
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ID 2308-133-0002-000-4
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PRIMA VISTA BLVD.
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
210 N BROCKSMITH ROAD, FORT PIERCE, FL 34945
LEGAL DESCRIPTION
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST Y4
OF THE NORTHEAST Y4 OF SECTION 8, TOWNSHIP 35 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE EAST, A
DISTANCE OF 42.50 FEET; THENCE NORTH, A DISTANCE OF
626.40 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING
DESCRIBED PARCEL; THENCE CONTINUE NORTH, A DISTANCE OF
196.50 FEET; THENCE EAST, A DISTANCE OF 132.25 FEET;
THENCE SOUTH, A DISTANCE OF 126.50 FEET; THENCE EAST, A
DISTANCE OF 132.25 FEET TO THE WEST RIGHT OF WAY LINE OF
CYCLONE ROAD; THENCE SOUTH, ALONG SAID WEST RIGHT OF
WAY LINE, A DISTANCE OF 70.00 FEET; THENCE WEST, A
DISTANCE OF 264.50 FEET TO THE POINT OF BEGINNING. SAID
LAND SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA.
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST
LINE OF NE Y4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF
S00'02'33"E. (ASSUMED DATUM)
2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111C 0155 J, EFFECTIVE DATE
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
DETERMINED BY AN ELEVATION CERTIFICATE.
3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT
DEEDS.
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD
MEASURED DATA,
10. THE LAST DATE OF FIELD WORK WAS OCTOBER 31, 2017.
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
RECEIVED
APR 1 8 2018
' I L
cie county, permloing
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO
(2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE
(F.A.C.) 5J-17-051.
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HORIZONTAL SCALEI
1'=20'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
CHARLES ARNOLE
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO. 4971
Z- /7-'OZo12P
PRINTED DATE
SHEET 1 OF 1
PROJECT NO. 17-565