Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
formboard survey
q'Q D © Z Z Z Z K K N r- - - -- Z-9 m 0 0 0 0 0 m D D r (n � O O r 0 ;_� O 0 D R. p n O O�� � n N C� ao N � w N < < C� z o m < �. 0J 0 0 O C) 70 C O D D �;) �:u m m-0-0 m m-u O O z Z z Z z K K r r -- �5 O m �1 m 0 0 0 0 O M D D r i r o D= _M o O O O 70 0 GDP D r<Tl .Z0) D 0z D m n O O O Z� N_ < 0 0 0 z D z�� D N C m m '� n= O= C C cn (n = D m m C= n r m I m cn w Z W (n 0 D m O m Z D Z7 �u m TI m o m �J r O m o p mO Cn O O cn D r D D D z m r�rl o 0 0 0 c 0 O r D z z m m 0 z m m o� r 0 0 m D -Ti z m m z —i� G� r m I 0 Z� 0 m Z D m n G7 m n Cn CD � r m o��_ m m D D D m D 0 m mO Cj D< 0 00 0 m O cn -9z- D D m z D C O C m z z D o- z _<� c m O z TJ m n Z Z N C7 < 0 Cn r m < m G� 0 m w m z ,� m m z 0 r < n D Oz �;u Z O _< D D 0 D cn :(7 � C D z D C -0 m m z cn z z � CD z O z o o F_ S 00025'45" W o D 959.96'M 960.0'P ° CD 0 ° .. o0 C/L WOODCREST ROAD CD ,60' RIGHT OF WAY 20' ASPHALT X ry S 00°25'45" W ul ul 160.03'M oa ° fU ° ° SWALE -- - �- --SWA-LE O t 00 S 00 2545 <� m 0 m z v 90 TD W m O z U) w 0 CD ° 160.0TM `o z`o ° z z w <o H� z`o F)J cc) F71 X z o fU : n ° - cn D m ° cu C7 a 9 N I CD ry S 00025'45" W w 160.03'M X CD UI r)j ul CD - a M 0 �, FT F— mn r c TI w r_ r� ry C� p O z z ry ry II C 0 � �o w ow oX W 71 < - o cn m o >� Z�� w oo x� Frj ° - y D� �o X O C � �71 rTH 19.5' > c 34.4' L w R, J W cn \ N __ I � - i w 0 29.9' - rn rn 29.9' 6 2 .053.1' X W � � 53.0' � 03 m0 -7 W �^ n o K) w / - V, N m m 71 Co Oo X F— GJ Cfl � 16.3' po II > � W � � m C N z F 4 ul CD m M cn 0 � II p � vh G) R) 90 C1 N) mF)) Z/t�� - m w n n m o0 \ D cis, \ x� N o 0' F_ 0 88.0' 12.0' 40.0' O 0 J ° N D X o �\ O G� O ° n O 6.3' - F-r-1 E� 20.0' 5.7' 38.7' Z.8' �� o D ° 7.7 20.0' � R)U' CD x D�0 op00 X �DN 0 K: 00 X, U c� w CD0 F— ' X WF o CD - - 12' UTILITY EASEMENT dHo dHH dHH dHH dHH dHH dHo dHo dHH dHH dHH dHH "X o dHo dHH dHo dHo dHH dHo X dHH dHH df dHO dHo dHo �HH °° N 00023'4511 E P ul 160.03'M TOP OF BANK N 00023'28" E D Cn� (__C,I K 0 N Z70 0C U) 00• mD K70 z zz 0m r zm� G�� ��-� <C/) ;u 0 cn -< nm m0-< m 0 m --Im DCn zrm mzD 00 X = D m 0 F_ C D D m r 77 r x o - Cy) o-Dc K: mm <�ao �m mzr <D m=D IvK C 0 �� 0M mDm zC/ z cn m _ ..Drn 90m Dom m ^z DD nGz�70 z.. 0 Jor m 0 m Fj) �m O �D m �nCn D = V� � 90 __0o<- _0 m rn� O 0Mm DD 9 D D m r 0 C) n Cn O z ^ C7C m mD C �'♦ 0 � rnD D mmz =� ui m n Z 6 m D m 0 O X --♦ D D z -9p D C) cn D to C 0 row o . — --I rz m 0=_ � = 0o DCn I o z 0 0 A r m 0 D m mXrf p L m m r p o00 m m Z cy� c)�r � m <�,_ zo m o Cn 0 m p m > O � 0mm 0 K D CD m D z z v00 I I j y O mXD FDA fU m r m zo z IV FT1 0 Iry - - - - - R) _ o ry R) EDGE OF WATER w C/L CANAL NO. 52 81' RIGHT OF WAY CA) 0 O r O .- ------------ - 006 w rn rTl \ 0 O O r r 011 \ m n 0 O _ \ II C m N m n U) z � m ry C) C00 0 y < z ry � � O 4 i O O � 55.6' D \ F � O � z D O \ 3/ \ EDGE OF WATER TOP OF BANK - - - D -1- Om— CDQ0 DCD Cn�l "0 rn m5in2 p = NC7� R.L/) .,d CAN �J- N co 0� �00 m' z �• O D rp D Nrn m m D f= Z Z 0 Z C < N� N - Z Z7 C� p �_r �0� C CnD 0D rn DOCz rn Dm� 7D�l rnD o� f= O G5z �Dr? F_ =oo >r- 0o^m ONZm r0 G-)M -0Cm m0 Z= z =0 n0 00 0 Z < Z -0 D mr Mm-0 00 �m F_ �� 0Cn D �< cnK D D �X 0 �ZCD �_ Dm D m CA ZC >� Zm m < � C�= _ m vmrn D0 c0 r-x Cn Z I P CM m0 —D = O p mm�- z D z - 0= 0D =0 z(n `'z DD O D O� zC �� m M 700 I,0 =m OO 700 rnm z 0 cn Tlxmn r'� z �rnZ 0� m0 —1 D 0 —� ZZ mC mm m — Dr n 0�n 00 0 m �z 00 0 Oz rn� m , rn nn O —0cn Mz � 0 11 fm D = � Z 0 m r cp z0 00 O n o G-) D C 0 0- rn _ z� < m = m0 z �' mn= ZO zr cn m mm DD Cn- r- x0 mG� n z m�0 DTI zm m il M (DnFTI0 �� �� 0 0D _Tl0 m z G�N� D 70 o O�Z �� np 0 m � rnZ 0Z Cm mm m- z�0 N �J� rn= rnz rn 0 rn c0j0 <cn nrn ry � D Dn= n COnOrn F- O� _ n Z1m CT mD m Kz rn m 70 70m �— �� D z m Ozprn m cn p<m OD 00 w 0 O Crn 0 0 0 F_D .-0— �-I r !m rnm� -Ti D� cn z o � cn OD rF C m �n rn D�00 c D DD C= c -9 a) Dm =0 W z z�0 D �cDi)m rnM n� < O � Z0 C rn mM m 0 GZ7 z r m rm Zcn m D C On CO -9CC) Z D r-<MC m C morn D� 0m Z �� �m m = m G� nM n n� < �� 0 C o� r<T1C D U) rn co<z_ m O�rn rD C O cn 0co mp 0 m = � C� Omm = n zOn m0 <z m 0 m m r D rn p Cn O z r� Z m 0 � D W n m= Om Fml z C) < �D> -0 z-� �� v �0 = Z m rn �mm -Ti 0 �_ _ 0 0=co r C < F- p n Z m D C 0C Cn N m 00 Dz m O 0 maoK m — �� �> 0 -Ti z C7 z 0 CA C n 0 D� 0 D COO m m D cn m 0 O D z D co 0 M= -0- rn m 0 0D� U) D 70 70O z � ty 0 D 70 I='l D N 70 � Z 0 z ty td D td N o o v c� D N D D r m p CERTIFICATIONS TIMOTHY M. BUXTON LACEY R. BUXTON TREFELNER CONSTRUCTION, INC ST LUCIE COUNTY FLORIDA © COPYRIGHT ARNOLD SURVEYING, INC. ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT IS PROTECTED BY FEDERAL COPYRIGHT LAWS. m m r O m �_Ur =r0 rn D � m C = CD MCD 000 7 m71 7� 00 D CD ;;0 cn 0 r 0nZ G) mom (n 0 r �mOD v r-70 M C z C) C/) n m (= ;u D CD 0L-I2 C�<- --I <00OZ z F_ N D O - C) p D 0 D � 7u D 0 G� m� 0 J 0 = mm --7 v O O 0 0 C) ;u cl) Cn --I 0 M m --I -v 0v �m 0 m -Ti r w co 08/13/2020 CA ADDED F❑RMB❑ARDS TO SURVEY 05/17/2020 CA ADDED SITE PLAN TO SURVEY DATE BY REVISI❑NS Z 0 0 C7 D r m O O z o m a m Z n m 0 m� a C�9O�s N C 9 BROCKSMITH RD CYCLONE ROAD cGT Q COKER �0" ROAD 0 O A a V'n �OqO 0 n m --i s FT1 D A Z co c 25th ST. O/ > D ARNOLD SURVEYING, INC. PROFESSIONAL SURVEYORS & MAPPERS FLORIDA LICENSED BUSINESS NUMBER 7903 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 PHONE (772) 708-1819 SURVEY@ASI-SURVEY.COM