HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEY 3-27-18LEGEN
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LOCATION MAP
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7832 SADDLEBROOK DRIVE, PORT ST. LUCIE, FLORIDA 34986
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LOT 9, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT
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THEREOF, RECORDED IN PLAT BOOK 23, PAGES 32, A AND B,
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OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
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Environmental Health
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Supersedes All Previous Site Plans for
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GENERAL
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/ 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE
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OF SADDLEBROOK DRIVE, HAVING A BEARING OF S38'19'27"E,
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ACCORDING TO THE PLAT OF SABLE CREEK, PHASE I, AS RECORDED IN
PLAT BOOK 23, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY,
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FLORIDA.
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2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
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LOCATED AND SHOWN HEREON.
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3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
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FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
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4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
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LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
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5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE
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FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP,
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ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS.
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6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN
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COMMUNITY PANEL NO. 12111C 0275 J, EFFECTIVE DATE
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FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
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DETERMINED BY AN ELEVATION CERTIFICATE.
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7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
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SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
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SURVEYOR & MAPPER.
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8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
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OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
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WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES.
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9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD
MEASURED DATA, AND THE US SURVEY FOOT.
10. THE LAST DATE OF FIELD WORK WAS JULY 7, 2017.
DRAWN BY:
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CHECKED
BY1
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11. ELEVATIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS
THEREOF AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE
BENCHMARK ST. LUCIE COUNTY BENCHMARK "DODGE".
DATE:
JULY
09,
2017
HORIZONTAL
SCALE;
1'=50'
GLOBAL POSITIONING SYSTEM (GPS) NOTES NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO MAPPER LICENSED SURVEYOR &
(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 SEAL
MONJMENTS,IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 200& CHARLES ARNOLD
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PROFESSIONAL SURVEYOR &MAPPER
FLORIDA LICENSE N0. 4971
MINIvIUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE ��
(F.A.C.) 5J-17-051. PRINTED DATE
FSHEET 1 OF
FILE COPY 1
PROJECT N0. 17-544