Loading...
HomeMy WebLinkAboutFormboard Survey2 1 . 9 5 2 2 . 1 6 2 2 . 3 4 2 2 . 1 0 2 2 . 0 1 2 1 . 9 6 2 1 . 9 7 2 2 . 0 5 2 2 . 1 6 2 1 . 8 9 2 2 . 0 6 2 1 . 9 2 2 1 . 8 3 2 1 . 8 5 21 . 7 0 2 1 . 6 1 2 1 . 5 7 2 1 . 5 6 21 . 3 6 2 1 . 3 8 2 1 . 3 6 21. 3 2 21 . 8 6 21 . 7 2 2 1 . 2 9 21. 2 7 2 1 . 1 8 21 . 4 0 2 1 . 5 1 2 1 . 3 0 2 1 . 4 9 O H E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHEOHEOHE 2 4 . 1 3 ' 4 4 . 1 1 ' 2 4 . 1 3 ' 4 4 . 1 1 ' 2 2 . 6 8 2 2 . 4 8 2 2 . 6 9 2 2 . 6 4 2 2 . 6 4 2 2 . 4 4 2 2 . 4 5 2 1 . 8 5 2 2 . 0 1 2 1 . 7 4 21 . 6 8 21 . 6 7 21 . 6 5 21. 6 3 2 1 . 6 0 1 9 . 6 1 9 . 6 1 9 . 2 1 9 . 3 1 9 . 2 2 2 . 1 2 2 . 5 3 2 2 . 0 9 1 9 . 5 2 1 . 8 2 2 . 1 2 1 . 8 2 2 . 2 2 1 . 7 2 1 . 9 2 2 . 0 2 2 . 0 2 1 . 7 2 1 . 7 2 2 . 1 2 2 . 1 2 2 . 3 2 2 . 3 2 0 . 9 2 0 . 7 2 0 . 6 2 0 . 9 2 0 . 7 2 0 . 7 2 0 . 8 2 1 . 1 2 1 . 0 2 1 . 2 2 0 . 9 2 0 . 6 2 0 . 9 2 0 . 8 2 0 . 1 2 0 . 3 2 1 . 3 2 1 . 3 2 1 . 2 1 9 . 9 2 1 . 7 2 1 . 2 2 1 . 6 2 2 . 1 2 1 . 4 2 0 . 3 2 0 . 2 2 0 . 8 2 3 . 1 2 3 . 1 2 1 . 9 2 2 . 4 2 2 . 1 2 3 . 0 2 2 . 2 2 2 . 8 0 2 2 . 5 0 2 2 . 6 2 3 . 2 2 1 . 3 2 1 . 3 2 1 . 3 2 0 . 3 2 0 . 7 2 1 . 0 2 0 . 5 2 1 . 5 2 1 . 8 2 0 . 6 2 0 . 5 3 2 2 . 0 2 2 . 2 2 2 . 2 2 2 . 3 2 1 . 7 2 1 . 9 2 2 . 3 2 2 . 1 2 2 . 4 2 2 . 5 2 2 . 7 2 4 . 2 2 3 . 7 2 2 . 4 2 2 . 3 2 2 . 4 2 2 . 2 2 2 . 0 2 2 . 1 2 1 . 7 2 1 . 2 2 1 . 2 2 0 . 6 2 1 . 5 2 2 . 4 2 2 . 6 2 2 . 1 2 2 . 0 2 2 . 5 2 2 . 8 2 4 . 6 0 2 6 . 0 ' 2 2 . 6 2 2 . 4 2 2 . 3 2 4 . 1 2 4 . 1 2 3 . 9 2 4 . 2 2 4 . 2 2 4 . 1 2 2 4 . 5 2 2 3 . 8 2 2 . 2 2 2 . 2 2 4 . 3 2 4 . 4 2 1 . 5 2 0 . 7 2 1 . 6 2 2 . 5 2 2 . 3 2 2 . 4 2 2 . 2 2 2 . 5 2 2 . 5 2 1 . 9 2 0 . 7 2 2 . 0 2 3 . 2 2 3 . 7 2 3 . 6 2 4 . 0 2 4 . 4 2 4 . 0 2 4 . 0 2 4 . 0 2 4 . 0 23. 9 2 3 . 8 2 3 . 6 2 4 . 1 2 4 . 2 2 4 . 2 2 2 . 2 2 2 . 1 2 2 . 6 2 3 . 1 2 2 . 6 2 2 . 3 2 2 . 1 2 2 . 0 2 1 . 2 1 2 2 . 5 2 2 . 7 2 2 . 3 2 2 . 4 2 2 . 3 2 2 . 6 2 2 . 4 2 2 . 4 2 1 . 7 2 2 . 0 2 2 . 7 2 1 . 5 1 2 0 . 4 5 2 1 . 5 2 2 . 7 2 2 . 3 2 2 . 6 2 1 . 8 2 3 . 9 2 1 . 9 2 2 . 4 2 2 . 2 2 2 . 1 2 2 . 0 2 2 . 5 2 2 . 8 2 2 . 3 2 1 . 8 2 2 . 5 2 2 . 3 2 1 . 7 2 1 . 6 2 1 . 9 2 1 . 9 2 1 . 5 2 1 . 8 2 2 . 2 2 2 . 2 2 2 . 0 2 2 . 2 2 1 . 7 2 1 . 6 2 1 . 9 2 2 . 1 2 2 . 2 2 3 . 0 2 1 . 6 2 1 . 9 2 1 . 9 2 1 . 4 2 0 . 9 2 1 . 6 2 1 . 9 2 2 . 0 2 1 . 8 2 2 . 6 2 1 . 0 2 2 . 0 2 1 . 2 2 2 . 2 2 0 . 7 2 1 . 8 2 1 . 6 2 0 . 8 2 1 . 4 2 0 . 9 2 1 . 7 2 1 . 7 2 1 . 0 2 1 . 6 2 1 . 9 2 1 . 8 2 1 . 4 2 1 . 3 2 0 . 3 2 1 . 2 2 1 . 1 2 1 . 1 2 1 . 3 2 0 . 6 2 1 . 0 2 1 . 5 2 1 . 8 2 1 . 4 2 1 . 6 2 1 . 2 2 0 . 1 2 1 . 1 2 1 . 3 2 0 . 1 2 1 . 5 2 1 . 6 2 1 . 8 22. 1 2 1 . 0 2 1 . 1 2 1 . 3 2 0 . 8 2 1 . 4 2 0 . 7 2 1 . 4 2 1 . 2 2 0 . 6 2 1 . 5 2 1 . 7 2 0 . 5 2 1 . 5 2 1 . 4 2 0 . 2 2 1 . 0 1 9 . 9 2 1 . 5 21. 9 2 1 . 5 2 2 . 9 5 2 3 . 1 3 2 3 . 1 4 2 2 . 6 2 1 . 7 2 1 . 3 2 1 . 8 2 2 . 9 2 2 . 7 2 2 . 3 2 1 . 7 2 1 . 7 2 2 . 0 2 1 . 6 2 1 . 0 2 0 . 5 2 1 . 0 2 1 . 7 2 1 . 0 2 1 . 5 2 0 . 6 2 1 . 1 2 1 . 6 2 0 . 8 2 1 . 2 2 1 . 1 2 1 . 3 2 0 . 9 2 1 . 3 2 0 . 4 2 1 . 0 2 0 . 8 2 1 . 0 2 0 . 9 2 1 . 0 2 1 . 2 2 0 . 6 2 1 . 3 2 1 . 5 2 1 . 6 2 1 . 3 2 1 . 5 2 1 . 5 2 1 . 7 2 1 . 6 2 0 . 7 2 0 . 5 1 9 . 0 2 2 1 . 1 2 1 . 5 2 1 . 0 2 0 . 8 2 0 . 0 2 0 . 3 2 0 . 5 2 1 . 1 2 1 . 7 2 1 . 7 2 2 . 0 2 1 . 6 1 9 . 0 2 1 . 9 2 2 . 4 5 2 2 . 4 5 2 2 . 6 2 3 . 2 2 2 . 8 2 3 . 5 2 3 . 0 2 2 . 9 2 2 . 8 2 3 . 7 2 2 . 7 2 2 . 8 2 3 . 1 4 2 3 . 1 4 2 3 . 7 4 2 3 . 6 8 2 1 . 5 21. 2 2 3 . 7 3 2 0 . 7 2 0 . 5 2 0 . 6 2 0 . 0 2 0 . 5 2 0 . 5 1 9 . 4 2 2 . 1 2 1 . 6 2 1 . 6 2 0 . 8 21. 3 2 1 . 6 2 1 . 8 2 1 . 4 1 9 . 5 2 1 . 3 2 1 . 1 2 1 . 0 2 1 . 2 2 0 . 7 21. 520. 8 2 0 . 8 2 0 . 0 2 2 . 2 2 2 . 3 2 2 . 0 2 0 . 7 2 1 . 0 2 1 . 2 2 1 . 6 2 0 . 2 2 1 . 2 2 1 . 7 2 0 . 2 2 1 . 1 2 1 . 0 2 1 . 5 2 0 . 8 2 1 . 5 2 0 . 1 2 1 . 1 2 1 . 1 2 1 . 4 2 1 . 1 2 1 . 5 2 2 . 3 2 1 . 7 1 9 . 4 2 1 . 2 2 1 . 8 2 0 . 0 2 1 . 1 2 1 . 1 2 0 . 8 2 0 . 7 2 2 . 0 2 0 . 0 2 1 . 1 2 1 . 1 2 1 . 3 20 . 4 2 2 . 0 1 9 . 8 2 1 . 0 2 0 . 7 2 1 . 0 2 0 . 4 2 2 . 1 1 9 . 2 2 1 . 1 2 1 . 1 2 2 . 2 2 1 . 6 1 9 . 2 1 2 1 . 2 2 1 . 1 2 0 . 9 2 1 . 7 2 1 . 7 2 1 . 5 2 1 . 9 2 1 . 2 2 1 . 7 2 1 . 1 2 1 . 4 2 1 . 5 2 1 . 6 2 1 . 6 2 1 . 5 2 2 . 0 2 1 . 3 2 1 . 1 2 2 . 0 2 1 . 9 1 9 . 7 4 2 1 . 8 2 1 . 8 2 1 . 6 2 0 . 9 2 1 . 9 2 1 . 0 2 1 . 3 2 1 . 2 2 1 . 9 2 1 . 2 21. 3 21. 2 21. 3 20 . 1 7 21. 7 21. 4 21. 0 20. 2 5 21. 2 21. 1 21. 4 21. 7 20 . 9 21. 1 21. 9 21. 2 21. 2 21. 9 21. 1 21. 2 21. 7 21. 1 22 . 2 22 . 2 22. 0 22 . 1 2 0 . 0 21 . 0 2 1 . 5 1 9 . 3 6 2 1 . 4 2 1 . 3 21.7 2 1 . 0 2 1 . 0 2 1 . 0 2 1 . 0 2 1 . 6 21. 5 21 . 1 2 1 . 2 2 1 . 1 1 9 . 5 9 2 1 . 6 2 1 . 0 2 1 . 0 21. 3 2 1 . 3 19 . 7 21 . 1 2 1 . 1 2 1 . 3 1 9 . 8 2 0 . 4 20 . 7 21 . 2 1 9 . 7 2 0 . 9 21 . 2 2 1 . 2 19 . 5 8 2 1 . 6 2 1 . 3 2 1 . 3 2 1 . 3 2 1 . 8 21.1 2 1 . 1 21 . 1 1 9 . 5 8 2 1 . 0 21 . 1 2 1 . 2 2 1 . 4 21 . 4 2 1 . 5 2 1 . 6 2 0 . 1 5 2 1 . 7 2 1 . 8 2 1 . 0 2 0 . 2 5 2 0 . 3 8 2 1 . 1 2 0 . 7 20 . 3 2 0 . 8 2 0 . 7 2 1 . 1 2 0 . 9 2 1 . 1 2 0 . 6 21 . 2 2 1 . 2 2 0 . 7 2 1 . 0 2 1 . 5 2 1 . 5 2 1 . 0 2 1 . 0 2 1 . 0 2 1 . 4 2 0 . 2 2 1 . 3 2 1 . 4 2 1 . 4 2 0 . 7 1 9 . 9 2 0 . 5 2 0 . 8 2 1 . 1 2 0 . 6 2 1 . 3 2 0 . 8 2 0 . 8 2 0 . 7 2 0 . 9 2 1 . 2 2 0 . 7 2 1 . 2 2 1 . 3 2 1 . 2 2 1 . 1 2 1 . 1 1 9 . 7 2 1 . 5 2 2 . 0 2 1 . 7 2 2 . 0 2 1 . 8 2 1 . 9 21 . 7 2 1 . 7 2 1 . 4 2 1 . 1 2 1 . 5 2 1 . 0 2 1 . 3 2 1 . 4 21 . 1 20 . 8 2 2 . 2 2 21 . 5 21 . 5 6 2 1 . 6 1 2 1 . 5 2 1 . 4 2 1 . 5 2 1 . 3 2 1 . 4 2 1 . 2 2 1 . 4 2 1 . 2 2 1 . 1 21. 3 20. 7 2 1 . 3 2 1 . 0 2 1 . 7 21 . 0 2 1 . 5 2 1 . 3 2 0 . 8 19 . 4 8 2 1 . 5 2 1 . 2 21 . 4 2 1 . 5 2 2 . 7 2 2 . 6 MES M E S MES M E S O H E O H E O H E 1 9 . 1 9 R O O F C O V E R E D O P E N B A R N 2 1 . 1 2 1 . 0 2 0 . 9 2 2 . 1 1 9 . 2 2 1 . 1 2 2 . 1 1 9 . 2 2 1 . 1 2 1 . 5 1 9 . 6 2 1 . 3 2 1 . 9 2 1 . 2 2 1 . 0 20 . 4 2 0 . 9 2 1 . 1 1 8 . 6 2 1 . 0 2 0 . 0 20 . 7 2 1 . 1 2 0 . 8 2 1 . 3 2 1 . 1 2 0 . 4 2 0 . 9 2 1 . 0 1 9 . 3 2 0 . 6 21. 6 1 9 . 5 2 0 . 8 2 0 . 5 2 1 . 2 2 0 . 7 20 . 7 21. 1 20. 5 20. 7 20. 8 20 . 7 2 1 . 0 21. 0 21. 6 21. 0 21. 2 2 0 . 3 20. 6 21. 3 20. 5 20. 9 21. 4 2 1 . 9 15. 2 15. 2 15. 2 15. 2 2 1 . 7 C O V P 5 0 . 2 ' 2 5 . 2 5 ' 2 2 . 2 ' 1 3 . 1 ' 1 8 . 0 ' 1 2 . 1 ' 2 6 . 2 5 ' 3 8 . 6 0 ' 6 . 2 ' 4 . 7 ' 5 . 3 5 ' 2 . 0 ' 1 1 . 8 5 ' 1 S T O R Y W D F R A M E F F E = 2 2 . 6 5 ' 1 2 . 2 5 ' 1 6 . 1 7 ' W O O D S H E D C O N C C A R P O R T C O N C D / F S T 2 2 . 2 2 2 . 2 2 2 . 6 2 2 . 5 22.8 4 2 2 . 9 2 3 . 0 2 1 . 1 21 . 1 2 1 . 1 2 1 . 3 2 4 . 1 0 ' R O O F C O V E R E D B A R N C O N C 1 2 . 2 5 ' 1 2 . 1 2 ' 2 1 . 1 5 ' 3 . 8 5 ' W A L K 5 ' W A L K 2 . 8 ' W A L K 3 . 8 ' W A L K 1 1 . 6 7 ' 1 2 . 0 ' R O O F C O V E R E D S T A B L E S 2 4 . 0 ' 1 2 . 0 ' 1 2 . 0 ' 1 2 . 0 ' 4 . 0 ' 6 . 3 3 ' 1 . 8 3 ' 4 . 0 ' 5 . 8 4 ' 1 2 . 3 3 ' 5 . 8 4 ' 3 6 . 1 7 ' F O R M B O A R D T O P O F F O R M E L = 2 2 . 0 5 ' 21 . 1 7 2 1 . 1 7 3 5 . 3 5 ' 3 7 . 3 4 ' 3 0 . 8 9 ' 3 2 . 2 1 ' 2 6 1 . 7 0 ' S H E E T : 1 O F 2 J O B N U M B E R : 1 9 - 2 1 7 0 BOUNDARY & TOPOGRAPHIC SURVEY JOHN FRANKLIN WUCHTE PREPARED FOR A P P R O V E D B Y : R . K E M E R S O N F I E L D B O O K / P A G E S P L A N S D R A W N B Y : G S A N T O I E M M A S C A L E : 1 " = 2 0 0 ' D A T E : 0 1 / 3 1 / 1 9 BY:DATE:REVISIONS Web Site: www.velconfl.com PORT ST. LUCIE, FLORIDA 34953 590 N.W. PEACOCK BOULEVARD, SUITE #8 VELCON ENGINEERING PHONE (772) 879-0477 CERTIFICATE OF AUTHORIZATION NO. LB 8206 & SURVEYING, LLC A D D R E S S : 1 0 7 9 9 O R A N G E A V E N U E F O R T P I E R C E , F L 3 4 9 4 5 N O T E S : S U B J E C T T O A N Y A P P L I C A B L E E A S E M E N T S , R I G H T S - O F - W A Y , O R O T H E R R E S T R I C T I O N S O F R E C O R D . A S E A R C H O F T H E P U B L I C R E C O R D S H A S N O T B E E N M A D E B Y T H I S O F F I C E . E L E V A T I O N S A R E I N F E E T A N D R E L A T E D T O G I S B E N C H M A R K " O R B - 1 0 R E S E T " H A V I N G A P U B L I S H E D E L E V A T I O N = 6 . 8 6 9 6 ( M E T E R S ) N A V D 1 9 8 8 , C O N V E R T E D T O 2 2 . 5 4 ( F E E T ) N A V D 1 9 8 8 . B E A R I N G S S H O W N H E R E O N A R E B A S E D U P O N A M E A S U R E D M E R I D I A N , A L O N G T H E N O R T H Q U A R T E R L I N E O F S E C T I O N 9 , H A V I N G A N M E A S U R E D B E A R I N G O F S 8 9 ° 3 9 ' 0 2 " E . A L L O T H E R B E A R I N G S A R E R E L A T I V E T H E R E T O . P R O P E R T Y L I E S I N A N O N P R I N T E D P A N E L F . I . R . M . Z O N E P E R A S P E R M A P N U M B E R 1 2 1 1 1 C 0 1 6 0 J , D A T E D 2 / 1 6 / 1 2 . F L O O D Z O N E S A R E A P P R O X I M A T E A S S C A L E D F R O M F L O O D I N S U R A N C E R A T E M A P S . I N A C C O R D A N C E W I T H C H A P T E R 5 J - 1 7 . 0 5 1 , A D D I T I O N S O R D E L E T I O N S T O S U R V E Y M A P S O R R E P O R T S B Y O T H E R T H A N T H E S I G N I N G P A R T Y , I S P R O H I B I T E D W I T H O U T W R I T T E N C O N S E N T O F T H E S I G N I N G P A R T Y . L E G A L D E S C R I P T I O N F R O M W A R R A N T Y D E E D R E C O R D E D I N O R B 4 2 6 0 , P G 1 9 8 1 , P U B L I C R E C O R D S O F S A I N T L U C I E C O U N T Y . T H E R E M A Y B E A D D I T I O N A L R E S T R I C T I O N S T H A T A R E N O T S H O W N O N T H I S S U R V E Y , T H A T M A Y B E F O U N D I N T H E P U B L I C R E C O R D S O F S T . L U C I E C O U N T Y , F L O R I D A . N O T V A L I D W I T H O U T T H E O R I G I N A L S I G N A T U R E A N D R A I S E D S E A L O F A F L O R I D A L I C E N S E D S U R V E Y O R A N D M A P P E R . T H E E X P E C T E D U S E O F T H E S U R V E Y A N D M A P I S R E S I D E N T I A L . A L L D I S T A N C E S A N D E L E V A T I O N S S H O W N A R E I N A C C O R D W I T H T H E U N I T E D S T A T E S S T A N D A R D U S I N G F E E T . A L L D I R E C T I O N A L M E A S U R E M E N T S S H O W N A R E I N T H E F O R M A T O F D E G R E E S , M I N U T E S A N D S E C O N D S . L O T C O N T A I N S 4 3 , 4 8 6 S Q U A R E F E E T O R 1 . 0 ± A C R E S C O O R D I N A T E S W E R E E S T A B L I S H E D B T G L O B A L N A V I G A T I O N S A T E L L I T E S Y S T E M ( G N S S ) R E A L T I M E K I N E M A T I C S ( R T K ) U S I N G F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N - F L O R I D A P E R M A N E N T R E F E R E N C E N E T W O R K ( F D O T - F P R N ) W I T H R E D U N D A N C Y O F M E A S U R E M E N T S P E R F O R M E D . A L L H O R I Z O N T A L A C C U R A C Y I S 0 . 0 2 F O O T P L U S O R M I N U S . B O U N D A R Y & T O P O G R A P H I C S U R V E Y F I E L D D A T E : 1 - 1 3 - 2 0 . F O R M B O A R D S U R V E Y F I E L D D A T E : 0 5 - 0 7 - 2 0 . C E R T I F I E D T O : J O H N F . W U C H T E A N D L O R I W U C H T E LEGAL DESCRIPTION:ORB 4260, PG 1981THE SOUTH 130.44 FEET OF THE NORTH 1041.49 FEET OF THE E 1/2 OF THE W 1/2 OFTHE SE 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST,ST. LUCIE COUNTY, FLORIDA.SPOT ELEV A T I O N 8 9 WEST QUARTER CORNERSECTION 9CCR # 102512FND 5/8" IR NO IDSOUTHWEST CORNERSECTION 9CCR # 102516NOT FND817169REFERENCE POINTFND 4X4 CM LB 4285REFERENCE POINTFND 4X4 CM PLS 4907S 89°22'60" W44.55'(C&M)N 88°57'30" E48.80'(C&M) S O U T H E A S T C O R N E R S E C T I O N 9 C C R # 1 0 0 7 0 1 N O T F N D R E F E R E N C E P O I N T F N D 4 X 4 C M L B 4 1 0 8 9 1 6 1 5 1 0 R E F E R E N C E P O I N T F N D 5 / 8 " R & C I L L R E F E R E N C E P O I N T F N D 5 / 8 " R & C L B 4 8 2 6 N 4 1 ° 3 6 ' 3 4 " E 5 9 . 6 2 ' ( C & M ) N 0 0 ° 3 0 ' 2 3 " W 4 8 . 1 9 ' ( C & M ) N 3 9 ° 3 2 ' 1 2 " W 6 2 . 4 8 ' ( C & M ) 1 6 9 S O U T H Q U A R T E R C O R N E R S E C T I O N 9 C C R # 1 0 2 5 1 2 F N D P K & D I N C / O I L L N 5 0 ° 0 0 ' 0 0 " E 1 3 . 7 7 ' ( C ) N 4 3 ° 5 5 ' 5 2 " E 1 3 . 7 1 ' ( M ) R E F E R E N C E P O I N T F N D P K & D I N C / O I L L REFERENCE POINTFND RRS IN TREEN 65°28'34" E93.70'(C&M)N 55°38'02" W66.70'(C&M)REFERENCE POINTFND MN/D LB 4108 REFERENCE POINTFND 5/8" IR NO IDN 19°16'52" E42.81'(C&M) 9 1 0 E A S T Q U A R T E R C O R N E R S E C T I O N 9 C C R # 0 0 0 7 2 6 6 F N D 5 / 8 " I R N O I D I N C / O 9 C E N T E R O F S E C T I O N 9 C C R # N / A F N D P K & D I N C / O I L L P A R C E L I D : 2 3 0 9 - 4 4 3 - 0 0 0 1 - 0 0 0 - 2 O R B 0 4 3 2 , P G 0 5 3 6 S 8 9 ° 3 9 ' 0 2 " E 2 6 9 8 . 1 1 ' ( M ) S 0 0 ° 0 5 ' 5 8 " W 2 6 7 5 . 7 6 ' ( M ) S 8 9 ° 3 4 ' 3 9 " W 2 6 6 7 . 1 7 ' ( M ) S 89°38'55" W 2706.49'(M)N 00°19'44" W 2717.51'(M)N 89°45'48" E 2695.65'(M) N 00°33'22" W 2717.51'(M) S E C T I O N 9 E A S T L I N E S E C T I O N 9 S O U T H L I N E SECTION 9 SOUTH LINE SECTION 9 WEST LINE SECTION 9 NORTH QUARTER LINE S E C T I O N 9 N O R T H Q U A R T E R L I N E SECTION 9 QUARTER LINE SW QUARTER SECTION 9 S E 1 / 4 O F T H E S E 1 / 4 S E C T I O N 9 W 1 / 2 O F S E 1 / 4 O F S E 1 / 4 S E C T I O N 9 E 1 / 2 O F W 1 / 2 O F S E 1 / 4 O F S E 1 / 4 S E C T I O N 9 L 1 F N D 5 / 8 " R & C L B 8 2 0 6 L 3 L4 L 2 F N D 5 / 8 " R & C L B 8 2 0 6 F N D 5 / 8 " R & C L B 8 2 0 6 N O R T H 1 0 4 1 . 4 9 ' F N D 5 / 8 " R & C L B 8 2 0 6 S O U T H 1 3 0 . 4 4 ' L I N E C H A R T L 1 : N 8 9 ° 5 7 ' 5 6 " E 3 3 3 . 5 1 ' ( C & M ) L 2 : S 0 0 ° 0 2 ' 0 4 " E 1 3 0 . 4 4 ' ( C & M ) L 3 : S 8 9 ° 5 7 ' 5 6 " W 3 3 3 . 2 5 ' ( C & M ) L 4 : N 0 0 ° 0 8 ' 5 5 " W 1 3 0 . 4 4 ' ( C & M ) ( B E A R I N G B A S I S ) S E Q U A R T E R S E C T I O N 9 S 8 9 ° 3 4 ' 3 9 " W 6 6 6 . 5 2 ' ( M ) N 0 0 ° 2 5 ' 2 1 " W 4 4 . 5 0 ' A B B R E V I A T I O N S L E G E N DILLEGIBLEILLP PLATPOINT OF COMPOUND CURVATUREPRESSURE CLEAN OUT (SANITARY) PERMANENT CONTROL POINTPARKER KALON NAIL AND DISKPARKER KALON NAIL AND TIN TAB POINT OF CURVATUREPAGEPARKER KALON NAIL POINT OF INTERSECTION PLASTIC FENCE PLAT BOOKPC PCC PCO PCP PG PK PI PK&D PK/TT PF PB NATIONAL GEODETIC VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM PROPERTY LINEOVERHEAD ELECTRICOVERHEAD UTILITY OFFSET NUMBER NAIL AND DISKNAIL MINIMUMOFFICIAL RECORD NOT AVAILABLEOFFICIAL RECORD BOOK P/L OHE OHU O/S NGVD NO NAVD N&D N MIN OR N/A ORB MEAN HIGH WATER LINE MAN HOLE MEASURED MITERED END SECTION MEASURED LICENSED SURVEYOR LIGHT POLE LICENSED BUSINESS LENGTH IRON PIPEIRON ROD INVERT MHWL MH MEAS MES M LS LP LB L IP IR INV INTERSECTIONINT APPROXIMATEAPRXBMBENCHMARK DRAINAGE & UTILITY EASEMENTCONCRETE BLOCK STRUCTURE ELECTRIC SERVICE BOX ELECTRIC METERENCROACHMENTEDGE OF WATEREDGE OF PAVEMENT ELEVATION DRAINAGE EASEMENTDUCTILE IRON PIPEDRAINAGE MANHOLEELEVATIONESB EM ENCEOW EP ELEV D.E. EL DMH DUE DIP CMCONCRETE MONUMENTCORRUGATED METAL PIPEDELTA ANGLE CORRUGATED PLASTIC PIPE CORNER CONCRETE POWER POLEDRAIN FIELD CONCRETE CLEAN OUTCOVEREDCONSTRUCTIONDEED INFORMATION CONCRETE SLAB COVERED ENTRYCOVERED PORCH CMP COV D/F D Δ CORCPPCONC COCONST CPPIPECS CECOVP CERTIFIED CORNER RECORDCENTERLINE CUT OUTCABLE TELEVISION BOX BARBED WIRE BACK OF WALKBEARINGCHAIN LINK FENCE CATCH BASIN CURB AND GUTTERCHORD CALCULATED BACK OF CURBCL C/OCATV CCR BRGCHDC&G BW CBCBSCLF BOWC BOC BUFFER EASEMENT ASPHALTBUILDING BACK FLOW PREVENTORBLOCK BFPBLDG ASPBEBLKESMT EXT EX. FNCFFE FH FND FPL HGW EASEMENTEXISTINGEXTENDEDFENCEFINISHED FLOOR ELEVATIONFIRE HYDRANT FOUNDFLORIDA POWER & LIGHTHOG WIRE A/CANCAPACAIR CONDITIONINGACRE ANCHOR ANCHOR POLE HYD ICV HYDRANTIRRIGATION CONTROL VALVE HEADWALL HW TELEPHONE RISERTRWOOD POWER POL E UNDER CONSTRUC T I O N TRAFFIC SIGNAL B O X WP WS WPP WM WL WD VC U.E. UP WATER SERVICE WELL POINT WATER METER WOOD WATER LINE VALLEY CURB UTILITY EASEME N T UTILITY POLE U/C TYP TWP TSB TT TRANS TYPICAL TOWNSHIP TIN TAB TRANSFORMERPOWER POLEPROPOSEDPSM PP POB POC PLS PROP PRO PRM PRC PROFESSIONAL SURVEYOR & MAPPER POINT OF COMMENCEMENT POINT OF BEGINNINGPRORATED DISTANCE PROFESSIONAL LAND SURVEYORPERMANENT REFERENCE MONUMENT POINT OF REVERSE CURVATURERANGESECTIONRIGHT-OF-WAY ROD AND CAPRADIUSRADIUS POINTSIDEWALKSQUARE FEET PVC P.U.E. SEC RGE R/W R&C RCP RP RLS S/W SMHSBT SF STANDARDSANITARY VALVESWALE STORYTAX MAPTOE OF SLOPE TOP OF BANKTRAVERSE POINT STDSV SWL STUTM TOB TOE TP SLP POLYVINYL CHLORIDE PRIVATE UTILITY EASEMENTREINFORCED CONCRETE PIPEREGISTERED LAND SURVEYORSANITARY SEWER MANHOLESOUTHERN BELL TELEPHONE STREET LIGHT SU P P O R T P O L E PSWL PLASTIC SWALEPTPOINT OF TANGENCY SHPSHIP SPIKE OR BO L T O/AOVERALLRRSRAILROAD SPIKE IP&PIRON PIPE & PLUGCURB INLETCI ELECTRICAL CONTROL PANELECP DC"D" CURBDROP INLETDI"F" CURBFCFACE OF WALKFOW FACE OF CURBFOCGREEN AREAGASYSTEM ELECELECTRICHCHEADER CURB LIFT STATIONLFSTMAXMAXIMUMMONITORING WELLMW IWIRRIGATION WELL PAVEMENTPAVEVLTVAULT ALUMINUM SHEDASDIAMETERDIAFIRE DEPARTMENT CONNECTIONFDCNTSNOT TO SCALE LOCATIONLOCRRRAILROAD TOP OF ASPHALTTAIDENTIFICATIONID SANITARY SEWERS.S.FLORIDA EAST COAST RAILROADFECRR TELEPHONE MANH O L E TMHGMHGAS MANHOLEGEOGRAPHIC INFORMATIONGIS MNMAGNETIC NAIL P/C PROPERTY CORNERBRICK PAVERSBP SPCSTATE PLANE COO R D I N A T E S UNDER WATERUW MBMAIL BOX EDGE OF CONCRETEECURUTILITY RISER LAKE MAINTENANCE EASEMENTLMEHDPEHIGH DENSITY POLYETHYLENE SLCRST LUCIE COUNTY R E C O R D S METES AND BOUNDSM&B IRRIGATION CONTROL VALVEICV IVIRRIGATION VALVER SEPTIC TANKST PARKINGPRKGHCPHANDI-CAPWV WATER VALVE ROOF LINERFL IRRIRRIGATIONMN/DMAGNETIC NAIL & DISKYRDYARD DRAIN21.3 NORTH SAINT LUCIE RIVERN.S.L.R.W.M.D.WATER MANAGEMENT DISTRICTSPOT ELEVATIONWOOD POWER POL E N 00°11'44" W 256.40'(M) GJS 05-11-20 FORMBOARD N:\Projects\2019\19-2170 Orange Ave\19-2170 BNDY TOPO 2309-443-0001-000-2.dwg, BNDY TOPO SECTION SH1, 5/11/2020 11:48:21 AM