HomeMy WebLinkAboutSurvey RequirementPLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
Survey Requirements
The Board of County Commissioner approved a code change that will require a copy of a current sealed
survey when applying for a building permit for a primary structure or a building permit for an accessory
structure with a value exceeding $10,000. This became effective July 1, 1993.
The guidelines are as follows:
No Building Permit shall be issued for development unless a copy of a survey of the property on which
the required activity is to be permitted accompanies the application for building permit. All surveys shall
demonstrate compliance with the Filled Lands Affidavit signed by the Property Owners (refer to St. Lucie
County Land Development Code, Section 7.04.0l.D.3.) and completely depict the following:
1. The location of the proposed development activity.
2. The relationship of the activity under application to all adjacent property lines, and as may be
required for the review of the application, all adjacent structures, improvements or natural
features, including but not limited to the nearest building comers of all adjacent primary and
accessory structures, pools and screened enclosures, fences, sheds, utility easements, wells, septic
systems, driveways, culverts and any landscaping or existing vegetation located along the
property lines.
3. A minimum of two (2) elevations along each roadway on which the proposed activity borders, the
existing ground elevation at the approximate center of the proposed structure, the existing ground
elevation along the side property lines adjacent to the proposed structure, and the proposed
finished floor elevation of the structure under application and finished grades for any adjacent
structures noted above in item 2. The proposed finished floor elevations must be consistent with
the approved Health Department On -Site Sewage Disposal System Construction Permit if on -site
sewage disposal is proposed.
All surveys submitted shall be prepared, signed and sealed by a Florida Registered Land Surveyor, in
accordance with the provisions of Chapter 61G17-6, FAC, except those applications for interior
modifications or construction, roofing permits not involving any structural alteration or additions to the
area covered by the roof surface, or any other permit required activity that does not result in the expansion
of any portion of the existing structures shall not be required to submit a survey. Accessory structures
with a building value of less than ten thousand dollars ($10,000) shall not be required to submit a survey,
but shall instead be required to submit a scaled plot plan indicating the location of the accessory structure
and its compliance with minimum setback standards. Copies of original surveys meeting the above
requirements may be submitted with any application for building permit, provided that the survey still
depicts the accurate location of all structures and other improvements on the property.
Per Florida Administrative Code Chapter 61G17-6.006, paragraph 8, additions or deletions to
survey drawings by other than the signing party or parties is prohibited without written consent of
the signing party or parties.
SLCPDSD Rev 06/18/2010
2/9/06 cml
APPROVED SYSTEM E9UIPMENT
DRAINFIELD: SPECIFICATIONS
APPROVED BUSH TANKS FOR AOOAARE AA500, AAM k AS500 SYSTEMS
OCWPIL
OTABLE WELL SHO
0 SEPTIC < 75 FEE
GRAINFIELD SIZE REO'D= BOO SO, FT. VACANT
UNOBSTRUCTED AREA REDID- 75060. FT NO OBSTRUCTIONS
1. INFILTRATOR IUS40
2. ROTH MULITNRK MOD1 RMT-500
, SUBMIT SEPT C TANK JOODMLWB CAT4
4. SEBRWO SEPDC TANK 45OD314-W CA74
UNOBSTRUCTED AREA PROVIDED=750 S0. FT. < 75 FEET
S.
�A�NOIOICC TANK TANK BOdDSRSD CAT]
LOT 11
40RI�UNES PROVIDED ®15 FT. AND 10 LINES 0 IB FT. LOT 20
O0; ES TO HAVE GREATER
OCCUPIED
7. SUBMIT SEPTIC TANK 105ODSR]NB CAT]
R NORNESCO 300 LOW PROFILE'
BLOCK 133
OCCUPIED
THAN 24-SEPERATION, BLOCK 133
ONJ?EMITTER 12"DC. X 25FREMIIER=500SF VACANT
D NFE F PROVIDED
ALL FRONT SEPTIC$
< 75 FEET
NO Will. < 75 FEET
APPROVED TXA91 TANKS FOR ECOPOD E50. -
75' TO EXISTING
1.
2.ROTHRINFILTRATOR MMUU T� MODEL PUT-500
POTABLE WELL
3. SEBRINo S PZC TANK 750.DIISL7H8 CATS
4. SEBWNG SEP C TANK 900.D7ALSNB CATS
5, SFBRINC 5EP11C TANK I0SO1D3RLw9 CATS
I
APPROVED PWAP TANKS FOR AOUAAIRE AA500, AAB00• ASSOC AND
SPA NO'03'00'E 131.40'
{4�
r9S) a{a�+ ?BP
s
s
L INFILTRATOR IBW0
�(
SIRC 1 2"
\�
_
- _
x
2. ROTH UULTITANK MODEL RMT-500
3. STEROID SEPTIC TANK 300D3RLIINS CAT{
/"
+ -�
LB 6912"
PROPOs D 500 SF DRIP DRNNFIELD
5"LBC6912"
0. SEBPINO SEPTIC TANK 750.D]RUNB CA73
I n VATH 75� OPEN AREA
SEMonc ivat os°�GLDx+wemB ucATi;
%
IJ (EFFLUENT PL\ E AREA)
MES
INV = 19.7
fANK
SEIiRW
B' NmWESOO Soo Low PROFILE
/
AC!AE
IN]
I
GENERALNOTES
31 4.
0,
1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
60.0'
2. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
40 \
00
/7724
Z
3. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL
4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
V, n EMITTER LINES (4 O 15' AND I O 19)
o PROPOSEDN
N COURTED
ALL ONTSEPTIC$
RIGHT OF WAY AND/UR EASEMENTS OF RECORD.
S. SEPTIC TATIXS AND YELLS 1F SHOWN ARE APPRO%iHATE
12
LOT 19 ' SEPERATION NETAFIM 'VWYZEN FREE"
0 I BLOCK 133 MODEL {DBWA)M.9-12500 GPH
DRIVEWAY
v O 75 FEET
o NO LL < 75 FEET
LOCATIONS AND SHOULD BE FIELD VERIFIED BY
CONTRACTOR FOR CORRECT POSITION AND SEPARATION
BLLOT OCK
VACANT
L 3- PROPOSED RESIDENCE 13,3'
�y �' 'c{ �o
UNDERGROUND UTILITIES OR FOOTERS HAVE'NOT BEEN
LOCATED.
C '0 o 6601 BAYARD ROAD$'
VACANT k' '�� i FF EL = 23.50
��
"p
6. BEARINGS AND DISTANCES -SHOWN HEREON
AGREE WITH THE PLAT UNLESS
NOBSTRUCTIONS
O �7RY H'
v CO '�
OTHER IS NO
OTHERWISE NOTED. THE BEARING SYSTEM SHOWN
75 FEET
TYP. 1' DISCHARGE UNE FROM
HEADWORKS IN PUMP TANK 1.
I I I
u1 MES M 'D'J rn
o INV = 1 g,g 't ^y• ,
;IT
HEREON IS BASED ON THE LINE INDICATED BASED @t
TYP. 1' RECIRCULATION LINE BACK TO
PROPOSED HEADWORK$ TANK
I I I I I I
`
'"C d is
C L
7, INFORMATION OBTAINED FROM PLAT OR GEED.
0. ALL DIGRUUNDSTANCES SIaDVN HEREON ARE HORIZONTAL
IN PUMP (14.25 GPM I ..
POTABLE WELL o RECIRCULATION RATE) v
I I I I
N �_ N
I
'3 DO
p
STANDARO'MEASURE (I1.S.STANCES AND ASIWVEYEfEET).0 TO U.S.
9. THE PROPOSED IMPROVEMENTSSHOWN HEREON ➢O NOT59.0'
1
JP�RO
�5
�:"p () -
REPRESENT THE FINAL DESIGN UNLESS APPROVED BYN
= N O=j
THE GOVERNING MUNICIPALITIES.
GROUNDWATER FLOW
�Q .my0
_
10. ACCORDING TOTHENATIONAL FLOOD INSURANCE RATE
ATER NE
THE
ABUVE DESCqBED PROPERTY LIESDATED BINBZONE �X.
U,51D AA500 BId
h
THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW
AIR RELIEF VALVES TANK ru«
>
E p FjP
ARROVS IF SHOWN HEREON WERE PROVIDE➢ BY THE
\ I
o
{��
C• M
99I • R {p0 4j> C O M `
R
CLIENT. TODD N SMITH, PE, INC. TAKES NO
RESPONSIBILITY FUR THEIR CORRECTNESS. THE
y
1
a Q N
PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
X JIE Q
CONVENIENCE OF THE CLIENT IN THE PERMITTING
RC 1�2".
\ NO'03'00'E
"LB
FIRC 5/8"
C 0) -
PROCESS THROUGH THE LOCAL GOVERNING
�131.40'
6912"
\
(ILLEGIBLE)
O LJJ H
ED
MUIDCIPALITIES
\ WI1H AA900 ORI(L5500L
_
BENCHMARK LL D, 0) - N , ,
a
1Z SOD TO MATCH HOUSE LOIN SODDING (HARTS,
S
�
ENT SYAA.. (AA500)
\ AEROBIC ALTERNATE:
APPROVED ALTERNATE: AAB000 OR A5500L
•N O3 d
CL N
FLORA7AN OR ST. AUGULOT
75' TO EXISTING
7W 70 EXISTING WITH IM510 TRASFI ANO PUMP TMNKS
Z
,
4f) 0
POTABLE
WELL POTABLE WELL \
CC)(n
+y_" �-
CERTIFICATION:
LOT 1B
W AD
N
(n• �'
I HEREBY CERTIFY THAT THE ENGINEERING FEATURES OFTHIS
AEROgI(OTR11.}111yy $TEA HAVE BEEN DESIGNED OR
LOT 13
BLOCK 133
0.0
6T��G1FT11EE�' `(,�fE ! JF,pU TO ENGINEERING PRWGPLE6
Bl)CCUPIEDJ
FFE 22I91
p o
-'
\>�P TA'E !YC LN PROFESSIONAL
\\J yY?7JN�I��S^�Y6 PROPERLY CONSTRUCTED.
\ OPE,m�LS-LjE'�(�GIfeN{Tjlljj44M VVlL HIEVE THE ESTABLISHED
OCCUPIED
OTABLE WELL SHO
OCCUPIED
POTABLE WELL AN O
SER
/�
PEjtFOMRANCE 6TAHEARU eaWLY VATH ALL APPLICABLE
87 O FLO AND THE RULES OF THE
0 SEPTIC < 75 FEE
C SHOWN
- PARTMENT
l d D <ramnDN:
LOT BG IJEJ LAKEWOOD PARK - 10,
OCCUPIED
ALL FRONT SEPTICS
< 75 FEET
;
s
TO
ACCORDING TO TI1E MAP OR PLAT (HEREOF, AS
RD OF.
RECORDEDW PLAT BOOK it. PAGE(S) 29, 29A
THROUGH 29D. ff THE PUBLIC RECORDS W ST. LUCRE
E)OSTING
NO WELL < 75 FEET
' H P
�j
��% "."'"""`IY"E�\ ;�
COUNTY, FLORIDA.
SEPTIC SYSTEM
, '��saE ,`
jqftl'5
L'; ME) `iaTUREAND0M5EALOFAFORIOA
RT
' FOCUS HOMES
TODD N. SMITH, PE, INC.
LEGEND
SCALE 1" = 20'
CA CONCRETE
Gn GEN7EPlNE
Pe PLAT BOO1
EGP EDGE OF PAVEMENT
ORB OFFICIAL RECORD BOO
FO PACE
R RIGHT OF WAY
P0"FA P01E
-ON- OVF/UDAD VAPES
PIPE FRO WIND
N ACCAO ASPHALT ORA toATED CORRUGATED DATUM
PI PONT OF INTERSECTION
POW OF N,ERSEC°«, NGVO NARONAL GEODETIC wRneu OA1W OF 1928 - RM PIPE
�� INDICATES RECORD DATA NAVE NORM AMEWGW w neu DANM a 1908 W RON ROD
K0.0 INDICATES MOUND ELEVATION PUME PUBLIC U1EJUM h DRAINALi FASElD71r ID DENMCA➢ON
NDICATES SURFACE WATER FLOW -® INDICATES PROPOSED GRADE LB LICENSED BUSINESS
INDICATES NAIL OR MAIL AND DISK PLS PROFESSIONAL LAND SURVEYOR L LENGTH OF ARC
CLF CHAIN LOIX FENCE RLS REGISTERED LAND SURVEYOR M MEASURED
Ts MOD FENCE EL E ,0A 1LEWAL CONIRa, FwT P"�"'
VIVA' NDYE NIAE FENCE B L BUADWO 7BACN LINE R RADIUS OF CURVE
8801 BAYARD ROAD I
FT. PIERCE, FLORIDA 32951
1717 I N D IA N RIVER BOULEVARD
SUITE 302
VERO BEACH, FL. 32960
DESIGNED BY: TNS
REVISIONS BY DATE
DRAWN BY: JMS
REVISED LOT SIZE
JMS
9-23-21
Ph. (772) 559-3699
t n S a �b e I I S 0 U t h .net
P
O CMNER UM RECOVERED
w CORNER MAWR SET
PCP PERIANLNi CONTROL POINT
PC POINT OT CUNVE
PT FONT OF TANGENCY
PR C POINT OF REVERSE CURVE
11 WATER METER POO PENT OF COMMENCEMENT
SS SANITARY SEINER FOB POINT OF BEGINNING
US UTILITY BOX BM BENCH MARK
S/w SIDEWALK CB CONCRETE BLOCK
ON CONCRETE MDA"ENT
FT FINISH FLOOR
AGE RANGE
SEC SEC00N
TNP. rowNSNIP
COY COVYAEO
A/C ARC" DIMEN
NAB NAIL AND 09
ENG PROJECT @21092
DATE: JULY 2021
PAGE 1 OF 1