HomeMy WebLinkAboutApproved Drawing MIN. SETBACK REQ.
O.�p��� FRONT
SIDES
REVAtP Eli A SITE PLAN SEAR Z a
LUCIE OU N1TOOYATED IN SECTION 13, TOWNSHIP 35 SOUTH,RANGE 39 EAST TECH.
A ' FND 5181R `r3l(2� SAINT LUCIE COUNTY,FLORIDA FND 5I81R
r�/�+L,•, .6 NO ID N 00°15'30"W PARCEL#2913123000?-000.7 SEPTIC NO ID W O m 8
• FIRE OUTOF RANGE >
.. HYDRANT 17.4 100.08' GEM'S ANDJEWELS A107.29' g 44
CONCRETE 1260 COPENHAVER ROAD
I • 7.0 DRIVE OCCUPIED(F'FE-1821 1•� R17285.45' sTE �Ti
16.8 17.aa EXISTING
1 DO°21'20.30" �'° 2g N j w <:a
I 17,76x 18,18 i 64 LLELL rs.ax17.5
1 3 N.6 17.36 I SET6/8IRC RECEIVED �„a,. o$l it xN 89'40-42' E 216.66 -i O�
SET JAIL 1 25.0' LB#7903 0'm< 41
B DISK 1 - _ 17.4 -"-"- 1 4 X I7.Ox -x- X- 17.4 2 Z W G• ea SIG• fio• i x-x-x- ,s rn 1 a
LS# 903 g 1NV9 FND 5I8 IR J A N 1 20 22 `� a
NO ID F Q z
6
1 I $ STORY
W St.Lucie County LOCATION MAP
$ RESIDENCE Permitting N°T,D�,A
TvI IN 42 FFE= PENHAVER ROAD,FT.PIERC
19.3' STREET ADDRESS
O I 1310 COE,FL 34945
> g NOT OCCUPIED 239
g I I LEGAL DESCRIPTION 1111yg2222
32.8' X 1611 TP(p COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 a
O; I N / OF THE NORTHWEST 1/4 OF THE NORTHEAST I/4 OF SECTION 13. u�
$ /A 2 TOWNSHIP,35 SOUTH,RANGE 39 EAST,ST.LUCIE COUNTY,FLORIDA:
THENCE TURN AND RUN EASTERLY,A DISTANCE OF 25.00 FEET TO
LEGEND&ABBREVIATIONS I N "I 33' 7�� A pO1NT ON THE EAST RIGHT OF NAY OF COPENHAVER ROAD.ALSO
A ARC LEND I I 180.5' 32.8' G�L\�• BEING THE POINT OF BEGINNING;(MISSING CALL ADDED BY
_ X 17.6 1`• SURVEYOR);THENCE RUN NORTH 320 FEET TO A POINT;THENCE
A/C AIR CONOITIONEF R'n 17'.9 -'- - r x 18.5 �i0 N TURN AND RUN EASTERLY 216.66 FEET TO A POINT ON THE
8M BDCHMARK I I I 1R� p WESTERLY RIGHT OF WAY OF INTERSTATE 95;THENCE TURN AND
C CALCULATED FROM FIELD MEASUREMDTS 0 RUN SOUTHEASTERLY ALONG SAID RIGHT OF WAY 243.36 FEET TO
17.9 DIRT 0 A POINT;THENCE TURN AND RUN SOUTH BB.19 FEET TO A POINT,
cIT. cwra+uNE I x 19.4 DRrvE x18.5 O <9 6
CM CONOTETE MM..MT 1 p°! \p0 /� THENCE NRN AND RUN WESTERLY,A DISTANCE OF 305 FEET TO
O THE POINT OF BEGINNING.
cDNC CONCRETE N x I ' (;v 3P 14
`" CONTAINING ZOT ACRES,MORE Ofl LESS a
DEG
DEGREE
ELEV p. I j sNeLL�""57.9 y 6.9 � OAK TRBEs 1 16.4 'fl U%\,,',,.1 �o� GENERAL NOTES
FFE FIMs1E0 ROOK O VATIGN I (31 3 DRNE PRIM TREES �^13 OBa 61'p\V: LE'� 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
I1Fl1F _ C RESIDENTIAL B�y
w0 :DENO FND S NAIL wo I ' ='T-i •�17; 1P i!
N IamNFIGTION NUUBw D ', rS AREA
sl \< N
N ID I �+ PROPOSED §� C AIjEA�gI'n'IImv PROPOSED 1AAq pe 2. ADDITIONS OR DELETIONS TO THIS SURVEY ANO/OR MAP 5 a
w IRON PPE BEN'I MARK > I BEEN AREA��XL 15.E \ NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR& Oj s
R IRON ROD S17.2 DRAINFIELD MAPPER. I'tt
IRC IRON ROD h CAP ELEV.�17.98' I 411 -09.0'- ;
I 17.3 PR S w960 \ REPROOUCRONS OF THIS MAP ARE NOT VALID WITHOUT THE V, 6
LB UCDSED BU9N"I -
l5 LICENSED SURVEYOR FUTURE � NATURE ANO ORIGINAL SEAL OF A FLORIDARORIDA LICENSED SURVEYOR V, 0:
17,50 q CONC ETE \ MAPPER. CK LU p 2y
u MEASUPm DATA I 1 22 17. 61.0' C PARCEL#2519-123000.1000.6 LU¢1 C E
MON MONUMENT 46.T 17,65 G.STAHLRERG THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST Z
N_ NAIL AND CAP I8,0 1 3 $16.0 PROPOSED PROPOSED 1010 COPENHAVER ROAD E OF COPENHAVER ROAD HAYING A BEARING OF S00'I5'30'E, 0= p1J
NAVO NORTH AMERICAN VERTICAL DATUM II7.I .CONCRETE DR ••of 1 RESIDENCE Cfi n OCCUPIED _ ASSUMED DATUM,SAINT LUCIE COUNTY,FLORIDA F aQF I.. $131
NOW NATIONAL GEOOETC VERTICAL DATUM 40. ' I $ ��• dTN MINIMUM ~ 'Q/ A` 5. FLOOD NE NOTE:BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS
NOWNSURANCE RATE MAP,/ NVUBER UI FPS TOM 16.5' � `+ ICN'OMMUNITY PANEL O NO.121701 C 0157 THE J, (EFFECTIVE DATE FEBRUARY F W gp
NTS NOT TO SCALE FND 518 RC O •• 17. 2 X 17,9 4 1/' 01 \ 16,2012.THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY rW( S
CH P OVERHEAD UTIUTIES I LS#34 S I O I X bT L/ 18.0 AN ELEVATION CERTIFICATE LU,O S e
OR OFFICIAL RECORDS BOOK I o GO�+ ^ \ 6. ELEVATIONS,IF SHOWN.ARE IN NORTH'AMERICAN VERTICAL O 0: 9F
P PUT DATA I O (J7% I b, rr �> + DATUM(NAVO)OF 1908. =
PC(S) PAGE(S) o 'j` z yy
m WO i COVERS N YV� �p
PLS PROFESSIONAL LAND SURVEYOR IIwW�V \ 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES 0 IEEE
POB PUNT OF BEONNING I Z = DRIVE ENTRY 9z r FND 3141P A STANDARDS,IN FEET AND DECIMALS THEREOF. W 6 ggXX
PDC PUNT OF COMMwCEMDT y= ITT I "bi 181.7 NO ID B.R ALL ABOVE GROUND FIXED IMPROVEMENTS.IF ANY.HAVE BEEN t°
PRu PwMANDT RVERMCE MONUMENT I D Z o 73.4' 17. 37.T 9 11.6' LOCATED AND SHOWN HEREON. 3
PSM PROFES9MAL SURVEYOR AND YAPPER IZi V4v.
m /) X19.1 1 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN y 11
R RADN6 m / �/ LOCATED ON THIS SURVEY.
RL9 REGISTERED lANO SLRVEYDR I -
CD
R/W PGHT-UP-T-OF-WAY I ppplll $ \ 70. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
® WATER METER I -'� CD �(17.8 FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF DMVN By, u
Q PROPOSED \ OTHERS.
a AT0 D $ WATERLINE PARCEL#231&12M10005,DDM GO 4 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE pOEo<m BY, CA
DELTA I R J.MCSWATN \ FOR RIGHTS-CF-WAY,EASEMENTS OF RECORD,OWNERSHIP. APR1L 16,e02D
yY UDUTY POLE 1 I y N5 TO
COPENHAVER ROAD ARANDONMENTS DEED RESTRICTIONS,OR MURPHY ACT 1-1. � A SCALD
I'. ® MITER END SECTON I 16,9 IT \\VA 12. THE LAST DATE OF FIELD WORK WAS JUNE 26.2020.
17. 13. PUEUC WATER IS AVAILABLE
SET NAIL&DISK I I 17 6 SET 5/8 IRC SET 5/8 IRC -�
t LB#7903 I x 8 LB#7903 LB#7903 31.09' 18,1 GLOBAL POSITIONING SYSTEM(CPS)NOTES
a N 9°42'42"E 304.85'M 1. REAL TIME WNWA71CS(RTK)METHW WAS UTIU=UONG
II BENCHMARK 25.0' F06 CM 5O4 BR%-e,372 CHANNE GN55 ATHDA,N TI A A5 L-BAND
ELEV.=18.22' 1. 18.2 19.5 RECOVER.
Poc 335.94' FND S/4 1P�
1 19.49 18,7 \ IL TYPICALLY,A BABE...IS SET UP ON AN ESTABUSIIm "'•°i,';'i°�""
NO ID 4 CONTROL STATION WHILE A ROWNC RECOVER LOCATES EXISTING
n "
19.29--X i 2 I�---15D,DD' MONUMENTS IMPROVEMEN75 ANO CONTROL ON THE PROJECT. C�HA�wLES_A�NOLD
1431.49' S 00*15'30"E TARGET#zvla 15z-0oB1 Dzas _"
G HAWSE �3. CPS SURVEY uEASURDENTS WERE PROCESSED AND PDJUSRO
T FND NAIL&DISK IS 00'1630'E FND 5I81R 1950 COPENHAVER ROAD USING CARLSON SURVEY 201& �02 F2 72�iL}ST.LUCIE CO. NO ID SEPNC OCCUPIED(FFE=19.71 4, THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS IEET I a IOUfOFRACE SURVEY EX=RATIVE MINIMUM STANDARDS OF PRACTICE Pw iLORIOAAOMINISTRATVE CODE(F.0.CJ SJ-1T-051. a.N0.20-510