HomeMy WebLinkAboutSewageSTATE OF FLOR
DEPARTMENT OF
ONSITE SEWAGE
SYSTEM
CONSTRUCTION PERMIT FOR:
APPLICANT: (GHO Homes
PROPERTY ADDRESS: 5609
OSTD$ New
AND DISPOSAL
Dr I Fort Pierce, FL 34982
LOT: 40 BLOCK: 54 1 SUBDIVISION: Indian River Estates
PROPERTY ID #:
PERMIT #:56-SF-2204471
APPLICATION #: AP1600839
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # : PR1496716
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTIC
3B1.0065, F.S., AND CHAPTER 6 E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY TE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL
STATE, OR LOCAL PERMITTING REQUIRE FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 900 ] GALLONS / GPD Seotic CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTER'EPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK ' PACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [
D [ 500 ] SQUARE FEET Bed SYSTEM
R I ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ]
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: Set Nall in Tab Centerline of Savannah & Myrtle
I ELEVATION OF PROPOSED SYSTEM SIT [ 5.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 5.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D FILL .REQUIRED: [18.003 INCHE EXCAVATION REQUIRED: [ ] INCHES
The system is sized for 3 bedrooms with 3 maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
0 300 gpd. Cover over drainfield must not exceed 18 inches or be less than 6 inches. Setback off property line must
T accommodate 4ft shoulder and slope per Rule 64E-6, FAC.
H
E
R
SPECIFICATIONS BY: Todd A
APPROVED BY:
Todd A Re
DATE ISSUED: 12/30/2020
DE 4016, 08/09 (Obsoletes all
Incorporated: 64E-6.003, PAC
.d TITLE: Environmental Specialist II
TITLE' Environmental Specialist II St. Lucie CHI
EXPIRATION DATE: 07/05/2022
.ous editions which may noFILE
Ryp-ge 1 of 3
3 APL�4fi339 SLYGgt, 192
a
NOTICE OF RIGHTS
A party whose substantiE
administrative hearing pursuant
proceedings are governed by RL
administrative hearing must be it
Department, within twenty-one (.'
Agency Clerk is 4052 Bald Cypr(
Clerk's facsimile number is 850-
Mediation is not available
Your failure to submit a p
constitute a waiver of your right t
order'.
Should this order becom(
to judicial review pursuant to Sec
governed by the Florida Rules of
by filing one copy of a Notice of)
second copy, accompanied by th
appropriate District Court. The n
I interest is affected by this order may petition for an
:) sections 120.569 and 120.57, Florida Statutes. Such
e 28-106, Florida Administrative Code. A petition for
writing and must be received by the Agency Clerk for the
1) days from the receipt of this order. The address of the
ss Way, BIN A-02, Tallahassee, Florida 32399. The Agency
13-8743.
as an alternative remedy.
)tition for hearing within 21 days from receipt of this order will
> an administrative hearing, and this order shall become a 'final
a final order, a party who is adversely affected by it is entitled
Lion 120.68, Florida Statutes. Review proceedings are
Appellate Procedure. Such proceedings may be commenced
,ppeal with the Agency Clerk of the Department of Health and a
filing fees required by law, with the Court of Appeal in the
)tice must be filed within 30 days of rendition of the final order.
HEALTH
• PAYING ON:
RECEIVED FROM:
PAYMENT FORM:
MAIL TO: (GHO Homes)
FACILITY NAME:
PROPERTY LOCATION:
5609 Myrtle Dr
Fort Pierce, FL 34982
S . Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
re & As4ociates Inc
Lot: 40
Properly ID: 3402-609-0098-000-5
EXPLANATION c r DESCRIPTION:
Block: 54
128 - OSTDS Construction System Insp ction Research Fee
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
-1 - OSTDS Construction Application an J Plan Review, New
123 - OSTDS Construction Site Evaluati n
126 - OSTDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
133 - OSTDS Construction Reinsaectio
RECEIVED BY: Monta
• Note: Paid with 2 checks.
M
CONSTRUCTION APPLICATION #: AM600839
AMOUNT PAID: $ 545.00
PAYMENT DATE: 11/12/2020
01IOAITITV s=GG
$
5.00
1 $
45.00
1 $
100.00
1 $
100.00
1 $
115.00
1 $
55.00
1 $
75.00
1 $
50.00
9t 1;A O es91 I-,) AIwo at".t
to �4-1 S-7
AUDIT CONTROL NO. 56-PID-4786902
9� STATE OF FLORIDA
{ DEPARTMENT OF HE,
e ONSITE SEWAGE TR
SYSTEM
APPLICATION FOR
APPLICATION FOR:
New System [ ] Existi
[ ] Repair [ ] Abandc
APPLICANT:`�
AGENT:
PERMIT NO. 99 dSF- aDV-1Lj -19
DATE PAID:
AND DISPOSAL FEE PAID:
RECEIPT #:
S'T'RUC°T'ION PERMIT
g System [ ] Holding Tank [ ] Innovative
menst [ ] Temporary [ ]
TELEPHONE: � = 66 V.0
MAILING ADDRESS:
wh
TO BE COMPLETED BY APPLICANT OR APPLICANTrS AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PR VIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF_ STATUTORY -GRANDFATHER -PROVISIONS.
- ---r
PROPERTY INFORMATION
LOT: q 0 BLOCK:
PROPERTY ID # : 4 g107- — 6P0 i'
S ION : IjU,6 /st9®aQ y�R/(/(e 1'55 J r tj PLATTED. Q q�
ZONING: g5!" / I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: Ob ACRES WAT R SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [X]>2000GPD
IS SEWER AVAILABLE AS PER 381.00 51 FS? [ Y N .� DISTANCE TO SEWER: >XOCOFT
PROPERTY ADDRESS:
DIRECTIONS TO PROPERTY:
BUILDING INFORMATION
Unit Type of
No Establishment
2
3
4
[ ] Floor/Equipment Drains
SIGNATURE: Tom," s,-f
l&fA9-P C
DH 4015, 08/09 (Obsoletes p:
Incorporated 64E-6.001, FAC
J
[ �j RESIDENTIAL [ ] COMMERCIAL
N of Building Commercial/Institutional System Design
B drooms Area Sqft Table 1, Chapter,64E-6, FAC
I I I., "I
I ] other (Spiv g").,LAV
—��qy ,�
SS NU
DATE :
editions: fth ch may not b� -zsd'a
STATe 0 -
f FLOFtIDA
,'pis/�•••_..--,, T`;.
Page 1 of 4
STATE OF FLORID
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: GHO Homes
CONTRACTOR / AGENT:
LOT: 40
Laventure &
SUBDIVISION: Indian River Estate:
Inc
BLOCK: 54
ID# : 3402-609-0098-000-5
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVID
REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS
APPLICATION # AP1600839
PERMIT # 56-SF-2204471
DOCUMENT # SF1454492
PROPERTY SIZE CONFORMS TO SITE PLAN [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.30 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 750.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 11000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 600.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION
ELEVATION OF PROPOSED SYSTEM SITE
THE MINIMUM SETBACK WHICH CAN BE
SURFACE WATER: FT
WELLS: PUBLIC: FT
BUILDING FOUNDATIONS: 7
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
WWT. 1312n 'TT.V_ TWWr%' MAmrn%T - 9
Set Nail/Tin Tab Centerline of Savannah &
5.00 [ INCHES / FT ] [ ABOVE /
BENCHMARK/REFERENCE POINT
NED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
DITCHES/SWALES: FT NORMALLY WET: [ ]YES [ ]NO
USE: FT PRIVATE: FT NON -POTABLE: FT
PROPERTY LINES: 11 FT POTABLE WATER LINES: 10 F!
[ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO
FT [ MST, / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROVTT.F. TW7nRMn TTnV CTMW- 7
USDA SOIL SERIES:Lawnwood-Urban land complex
Munsell #/Color Texture
Depth
10YR 513
Sand
0 To 8
10YR 7/2
Sand
8 To 20
10YR 6/2
Sand
20 To 26
10YR 3/1
Sand
26 To 31
HOLE CAVING
Refusal
31 To 72
OBSERVED WATER TABLE: 30.00 INCHE
ESTIMATED WET SEASON WATER TABLE ELEVA
HIGH WATER TABLE VEGETATION: [
SOIL TEXTURE/LOADING RATE FOR SYSTE
DRAINFIELD CONFIGURATION: [ ] THE
REMARKS/ADDITIONAL CRITERIA —
WSWT determined using USDA WSS and soil boi
at 24 inches in S61. SB1 and S132 " are 5 inches 1
SITE EVALUATED BY:
USDA SOIL SERIES:Lawnwood-Urban land complex
Munsell #/Color Texture Depth
10YR 5/3
Sand
0 To 8
10YR 712
Sand
8 To 21
10YR 6/2
Sand
21 To 27
10YR 3/1
Sand
27 To 32
HOLE CAVING
Refusal
32 To 72
[ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT
ION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE
]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 24.00 INCHES
d SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
NCH [X] BED [ ] OTHER (SPECIFY)
10YR 6/2 stripping in 10YR 5/2 matrix >10% with diffused boundaries starting
8M
Reinhold, Todd ( itle: Environmental Specialist II) (Florida Department of Health in Ok
DH 4015, 08/09 (obsoletes previous editions hich may not be used) Incorporated: 64E-6.001, FAC
A 0.1 rt"In u 20 a.r—',nn nn
DATE : 12/29/2020
Page 3 of 4
.. 4 n
CALCULATIONS
TOTAL U/A 1841 S.F.
COVERED ENTRY 41 S.F.
COVERED PA710 188 S.F.
GARAGE 432 S.F.
TOTAL AREA 2502 S.F.
AIDEDNAL N=
1. STANDARD HOLLOW CORE RAISED PANE. DOORS.
2. TIE TO 7-0' IN MASTER SHOWER AND Y-r IN OTHER LOCATIONS
3. FIBERGLASS BOARD OR OUR-O-ROCK TO r-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOMERS AND TO 4'-0' A.F.F. O MARBLE TUBS
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS SLIDERS
WNDOWS• DOOMVERTICAL FDCES OF CEILINGS OR AS NOTED ON PUNS
S KNOCKDOWN CELNG TEXTURE AND ORANGE PEEL WALL TEXTURE
S R-40 BLOWN IN INSULATION AT ALL A/C AREAS
7. IMPACT ALL WIDOWS _
IMPACT / LOW E TO�23697.
AIR
GLAZING AT WINDOWS VOLUCUBIC
AND SLIDING GLASS FEET 1
DOORS
U VALUE SHGC TYP. WINDOW
IMPACT .62 / .25 VERTICAL HEIGHT
SEPARATION IS 8"
R-4D BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.1 It R302.9.2
FLAME SPREAD INDEX NOT GREATER THAN 200.
SMOKE DEVELOPED INDEX NOT GREATER THAN 450.
FINISHED CFLUNG
FNL4ffD FLOOR �• •• •• h-N
TYP. MEDICINE CABINET
GARAGE CEILING
FLOOR RO CEIOIG
EILECT.
PANEL
BAIX TO
BAIX W/
YEIER
GARAGE ROOT
ELECT. PANEL / CHASE
WINDOW SCHEDULE
NUMBER
SIZE
WIDTH HEIGHT
DESCRIPTION
1
4'-5"
6'-0"
SH 36 EGRESS
2
4'-5"
6'-0"
SH 36 EGRESS
3
2'-4"
S-2"
SH H33 TEMP
4
9'-0"
6'-0"
2 SH 36
5
4'-6"
5'-3"
SH 35 EGRESS
6
2'-4"
3'-2"
SH H33 TEMP
EXT. DOOR SCHEDULE
LETTER
SIZE WIDTH
HEIGHT
DESCRIPTION
A
16•-0'
7'-0'
OHD.
B
4'-6'
88-2'
3080 EXT. DR. W/9DELITE (MAIN EGRESS)
C
8'-0'
B'-0'
SGD.
INT. DOOR SCHEDULE
LETTER
QTY
WIDTH IZE HEIGHT
DESCRIPTION
D
7
2'-8'
8'-0"
INT. DR.
E
4
2'-6'
S-O'
INT. DR.
F
2
6'-0'
8'-0"
INT. BIPASS DR.
G
2
V-6"
T-0'
INT. DR.
O2EAa 6ND TOP & BOTRN
DNISIEO CENNG - SEE
TIP. WALL SECTION
2.6 BLOCKING O
CABINET LOCATIONS.
FASTEN EA END TO
STUDS W/ (2) 00
S.Y.S. EA. END
25 GAUGE CHANNEL SHAPED =DS-
(2XI STUBS O 16- 0/C) (W STUDS O
14' 0/C) WA FULL TERM LAYER OF
0 1/r TYPE GIPS M WATA
I' LOG BUGLE
& ATTACHED W/
1' Lavc BuaE IrAB saEws
TO EACH SIDE O 12' 0/C
IXWT. 25 GAUGE METAL )BACKS
TGP & BOTTOM
LOST. FLOOR SLAB
.11 Pws .lu' DIA x 1- LG
O 16- 0/C W/ I- wA90s
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4' - 110'
(2) 110 EMS TOP & BOTTOM
O EACH STUB
FINISHED CEAING - SE
O IOU. WALL SECTION
CON. 25 GAUGE NETAL TRACKS
TOP & BOTTOM W/ (1) FO SlS O 24- 0
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FIBL LENGTH LAYER OF
1/2. TYPE CYPSJY WALLBOARD
O APPLIED VERTICALLY & ATTACHED W/
1' LONG HUGE HEM SCREWS
TO EACH SIDE 0Ir O/C
CLNG FLOOR &AB
HELD PNS .I4.5' OA x I' LG
O 16- 0/C W/ I' WASHERS
INTERIOR PARTITION
A•z �4• -1•�•
CEILING
-
16'
TYPICAL FRAYING
O 16' D.C.
g
•i
ot2
FItO6Hm FLOOR
SOAP
NICHE
WASHER DRY R
. 28-1/2•ISPALE DRYEi VENT
DRYER VENT LOCATION -
FRONT VIEW
f2' •
AC CONC. PAD DETAIL
N.T.S.
Date:
Florida Depart t of
By:
in Okear
7Z� 444 -7/
PROJECT LOG
O
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Dog
am, o O
L
2St
d �
c
> m
�= O o_
law;
N
w 0 f= r •^j N
V �
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O n
a�
M
U
Uo
�
O
U
d
u3
o
V
M
U
O
ON
o
J
F-
J
to
I U7
E/4' = V-O'
U.N.O.
FLOOR PLAN
A-2
MYRTLE
PSL 40
W
LOT 39
FFE=101.27
9 d
'.\ FENCE TIE -
11
S89°59'30"E I (00' NORTH)
FENCE TIE O '
W 70Q 700 0.0' NORTH I Z4.79 �C� p.
3 3• ( ) x ps' ,\O PROPOSED •s• o,°j" 5 C�
1
125.00'(P) � WATER SERVICE APPROXIMATE
GRAPHIC SCALE goo; — W w
,0 0 5 10 20 110 FND Ilj:(NO ID) ).
IISSEAST)
O 11'
------_.---- 1
(' OFF ET EAST \ /
( IN FEET )
1 inch = 10.. ft.
NOTE: CITY WATER AVAILABLE
CERTIFIED TO:
GHO HOMES
'PROPOSED .462 SF
SEPTIC SYSTEM
(3,743SF
UNOBSTRUCTED AREA)
LOCATION OF
W WATER METER
ir
;. (TYPICAL)
-
48.2'
PROPOSED
16' DRIVE
LOT 20 'oo
(VACANT) '. "s•
h
8.8' 1po 2
LIJ
%
AO I.
0.7'
'002
7.5': 2.0'
W
RS•
�. o. LOT 4O
PROPOSED
M (0 a^ °
�
W
`''O BLOCK 54 � COVERED
i WALK
`�
O
DESCRIPTION:
LOT 40, BLOCK 54, INDIAN RIVER ESTATES UNIT 8, AS RECORDED IN PLAT BOOK 10,
PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.30 ACRES, MORE OR LESS.
0 ENTRY
O
>a
N PROPOSED
oo
Oa
RESIDENCE
10 T
25.5'
O O
LEGEND
O Co
FROPOSEED
^ r-.
��d
I.
I
= CENTRAL ANGLE
R =CURVE RADIUS
--- . _ 'ilh
:.....-� .,..r,
,aM= , _,.,;,r .. .aw'_
I�.
L = CURVE .LENGTH
O8.
�- • LL
..,.... _ ._.....
..._ __
` "'s..;� .-...---.,.�._.t.,-.:�
_..,,.._.a. (C): =CALCULATED
O :O O
= PLAT
Z
(R) _ RADIAL
FND = FOUND
"
POC = POINT OF COMMENCEMENT
r
POB = POINT OF BEGINNING
CM = CONCRETE MONUMENT
gAH
FFE = FINISH FLOOR ELEVATION
52.0'
99�
9g�1
FPL = FLORIDA POWER AND LIGHT
-
47.2'
—
30,00' s
OHU = OVERHEAD UTILITIES
1ph
MD = MAG NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
-
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
PG. = PAGE
�02•
9g8
R/W = RIGHT-OF-WAY
5.
- ,�
.
EL = ELEVATION
T08
"
TOB
TOB
I
INV = INVERT
TOB TOB
99
HDCP = HANDICAP
::
s•
ALUM = ALUMINUM
.
R=25.O0
CBS = CONCRETE BLOCK STRUCTURE
SF =SQUARE FEET
9
9
/1
11
R/W LINE�_ SWALE O Q2 Z7 i l = CURB INLET
^^ CONTROL STRUCTURE
.. L=39.29' O (L
—0=9vv =SET IRC LB 7056
N80°59'46„W 98O o o = METAL LIGHT POLE
9D:73 (C) N : = AT&T PEDESTAL
1)0.00'(P) `0 = WOOD POWER POLE
Q� 0 z w qa, = CONCRETE POWER POLE
SURVEY NOTES
Q"g (- =GUY WIRE
1. THIS SURVEY T CO
U z a CUOEC -CONCRETE
E IS VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A r = UTILITY EASEMENT
V = FIRE HYDRANT
FLORIDA PROFESSIONAL LAND SURVEYOR. 0» 0
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. ¢ N= WATER VALVE
O z II
3. THE LAST DATE OF FIELD WORK WAS AUGUST 25, 2020. a w =SANITARY VALVE
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS o N D4 = GAS VALVE
SURVEY. �00 2 qqAN p 0 02 TOB TOP OF BANK
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF MYRTLE 20
S SAVANNAH VN A H S TI \ E E T 1p FND MD 2791 ORB = OFFICIAL RECORD' BOOK
— GE
/ (50
DRIVE, BEARING S00°02'13°E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO,
ASPHALT PG PA
' R/W) CMP = CORRUGATED METAL PIPE
6. ALL BOUNDARY INFORMATION F =
SHOWN !S CALCULATED A E PER PLAT, UNLESS T L S 0 HERWI � AC. ACRES
SHOWN.
- ❑ = CATCH BASIN
7: PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO281 K, DATED 2-19-20.
= SEPTIC TANK
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING 0 = EXISTING WELL
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY" OR -- — — --------- IR =•#5 IRON ROD'
PARTIES.
/IRC = #5 IRON ROD AND CAP
�I'',21 V -
9. LANDS SHOWN HEREON WERE NOT .ABSTRACTED FOR EASEMENTS, SETBACKS,. o = 6' WOOD FENCE
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. Date: Approved:_______.--- —0— = 6' VINYL FENCE
10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. FlOfldaOep nt Heabin0keech0beeCw* —x— = 4' CHAIN LINK FENCE
E2 = MITERED END STRUCTURE
BY: �- \ QD = DRAINAGE MANHOLE 221y�� 0= ELECTRIC SERVICE BOX
1 ggB`, =EXISTING ELEVATION
g9 = PROPOSED ELEVATION
---
- DATE: 8-26-20
1 - __
BY DATE BY DATE
R E v I s I o N s N ADD PROPOSED WATER SERVICE JOE M 10/21/20 FIELD JPH. 8/.. - LAVENTURE & ASSOCIATES INC.
,
A-K
----..-._—_ .;_CALCS:RCL.8/24/20 PROFESSIONAL SU SCALE:1 =10I RVEYING AND MAPPINGC PREPARED FOR DRAWN MWH 8/26/20 W— E
R16rlARD C. LAVENTWE DATE CHECKED RCL 8/26/20
2552 PETERS ROAD, SUITE D JOB No.20°1850-273
FLQRIDA PROFESSIONAL LAND SURVEYOR # 5209 III �JJ HOMES
FILE REF. FIELD BK/PG FORT PIERCE, FLORIDA 34945
Jl jlj �j
L - - 2.2064 GPS LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX SHEET 1 OF 1
0