HomeMy WebLinkAboutSewage OSTDS NewSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: . (Focus Homes: LLC of Florida)
PROPERTY ADDRESS: 5602. Shannon Dr Fort Pierce_ FL 34951
PERMIT #:56-SF-2372879
APPLICATION #: AP1732385.
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #:.PR167.5097
LOT: 1 BLOCK: 153 SUBDIVISION: Lakewood Park
[SECTION,, TOWNSHIP, RANGE, PARCEL NUMBER]
PROPERTY ID #: 1301-6 .1.3-0367-000-9
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381,0065, F.S., AND CHAPTER 64E-6., F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
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 THE
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 REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 500 ] GALLONS / GPD AA500..AA800.orAS500L ATU CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE..INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 300 ] GALLONS DOSING TANK CAPACITY [67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps ( 1 ]
D [ 500 ] SQUARE FEET Netafim(08WRAM_9A2500 SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND
I CONFIGURATION: [x]. TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: CL of Road @ South PL
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD'TO BE.
L
D F
0
T
H
E
R
2.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
[ 12.00 ] [INCHES FT I[ BELOW ]BENCHMARK/REFERENCE POINT
.L" 1'E&2U.L1cXD: _L 3G.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES
The system is sized for 4 bedrooms with. a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
400 gpd.
Performing Lift Dosing.
Install all components consistent with engineer design.
2 year ME, ATU operating permit, and written notice of ATU required for final approval.
SPECIFICATIONS BY: Brian Davis TITLE:
n Master Septic Tank Contractor
APPROVED BY: r , +^ TITLE: Environmental Specialist III St. Lucie CBD
Brian J ngram.
DATE. ISSUED :. 10/21 /20 1 EXPIRATION DATE: 04121 /2023
DH 4016, O8/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
v 1.1.4 AP1732385 SE1597833
NOTICE OF RIGHTS
A party whose substantial interest. is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed, by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052. Bald -Cypress Way, BIN A-02, Tallahassee, Florida 32899. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative .hearing, and this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate. Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
St. Lucie County Health Department
f'v'M: 5150 NW Milner Dr Port Saint Lucie, FL 34983
Hff�i j
PAYING ON: #: 56-SF-2372879 BILL DOC #:56-B1 D-5603414 CONSTRUCTION APPLICATION #: AP1732385
RECEIVED FROM: Brian Davis Septic and Backhoe Servic AMOUNT PAID: $ 430.00
PAYMENT FORM: CREDIT CARD 002156 PAYMENT DATE: 09/23/2021
MAIL TO: (Focus Homes LLC of Florida)
FACILITY NAME:
PROPERTY LOCATION:
5602 Shannon Dr
Fort Pierce, FL 34951
Lot: 1 Block: 153
Properly ID: 1301-613-0367-000-9
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
-1 - Surcharge (All)
1
$
45.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
133 - OSTDS Construction Reinspection `
1
$
50.00
RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-5257579
STATE OF FLORIDA IPERm AppLtCATIOtjq TO CONSTRUCT,
REPAIR, PA0130FY, OR ASAfti ON A WELL
LlSouthwast v
O Northwest (•De o FILL ut d F e [CABLE I � DSt. Johns River Applicable
s 3 ❑South Florida �CWftdorismsponsrblalixc=
� •?❑ ft
Suwennae River ' ,nd `"a`d"'S U-P^"H 8AP ft loft
❑ p to datayyM&d a dxmy whgfe eppJica
t�etegatedAuthority(ifAppiica le) 1��
�2' DD} DIT _ ,p Lrry
Well Location -Ad ress,R o�ad Name orNumbar, C$y e re e-
�L
3. J ® ( V
'Parcel iD No. (PiN) orAltemete KeY (Circle One)
4. -sue`-' t �p 'Section or Land Grant Township •Ra n
t l f � ►o &-), r r' _ ° - Subdivisir
6,
0
—417C-
Unque lO �—
Stlpulatitms Required (See Attached)
Quad No. DeUneatfon No.��
'2i� E
!S '3 '1
1310a Unit
Chock If 52-524: Yes -!fNo
c - U State �� /
�.Constructton Repair—MOdjficadon Abandonment ZIP
8. 'Number of Proposed Welts �, I
9• *Specify Intended Uses} of Wel!(s}: 'Raown for Rep&, McakatIm
—.6-<mestic _ 6 e
,Battled Water SupplyLandscape Irrigation Agricultural Irrigation Site Investigation
_____Recreation Area InigaJn
Livestock
�_Putilto Water 5u f —Monitoring
PPIY (Limited USelDOH) Nursery Inigallon Test T
—Public Water Supply (Commurtliy or Non-COmmunitYlDEP) Commerdai/tndusbial Earth Couptert Geothermal CT 2 1 2021
Class I lnjeckon _Golf Course irrigation "HVAC Supply
Glass V Injection; _Recha a jiVAC Ratum
rg _Commerdat/tndusfriat'Disposal Aquifer Storage end Recovery"prainag
Rernedialion: Recovery. AirSpargo—Other(owa.) eODO in St Lucie County
_outer (o®any NMLTF
� (Plofc;.Nat ail rNgffi era 10.'pistance from Septic System if 5200 R. ' ty o � P"W tred try a gj e_ POffn;m„r auewrtr)
11. Faaih Description _ 12. Estimated Start Date-9_
13:•EsUmeted Well Depth �>� .R. •Estimated�asln De
14. Estimated Screen Interval, Frain �+ g p —ft' 'Primary Casing Diameter % in. Open Hole: From
.VV 7o-t ft.
e"To�'f1
15.'Primary Casing Material: Stack Sias!
Galvanized _ /pVC Stainless Sleet Not Cased
16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter in,
17. Secondary Casing Materlet: 8tar9t Steel
Ga nized PVC Stainless Steel
18.'Mathod of Construction, Repair; orAbandonment to [Auger Other
ug Cable Toot ,leited Combination lTwo or More FRelhOds} Han Driven RO Sonic
Horizontal Drilling Plugged by Approved M ' thod (Welt Point, Sand Point) _Sonic
Point (Direct Push)
19. Proposed Grouting Inte I for the Primary, Second ddF�[o Other tcesamaL
From _To at MaterialL_Bentan a n�Avtj jg Cement e Other
From Ta Seat Material 6 l
From To (�_ entonite i Neal Cement Olher i
From Sea' Material (,_eentonite I Neat Cement Other
Tc Seel Material f�gentonite ; Neat Cement )
20. indicate total numberof existing wells on slip Other �—
fs on site
21.•is this well orany existing well orwaterwithdra f on the oner's contiguous pst roperly covered under lConsumptivelfrVaterLioe p
or GUP/WUPApplipticn7 Yes If ermit(CUPIWUP)
22. Latitude Y coinplete the following: CUPIWUP No,
Lo�gituda_ Dud Well iD go.
23.Oata Obtained From: GPS
a
IneRnr�ryamtrwcrcmpr•awma P Survey
uaofe)*ilercaadailady�ap�, grF dOc hmb nor witb•tat,a aamay� aCoda.aad w
oon:suabn. !h.*iorrnN.y tl5at a9 ido'a� tam Caen at �3 ba CNGTIOa wfOrto d,
7 a:pNerN Gam oaorFad�=-.tC art ba:aaa�-0astl =
�myt ptM w&m`or'06 Klar pQ 19p8� 6Cn. or
toad P��t Attu aa,m oafm�a.,. .w�.____�
Approval Granted
Fee Recalved S
Receipt N.
PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BYAN
irTS14ALLBEAVARARtcerru��.,. _.._.__
it
Datum: NAD27 NAD83
WGS $4
Issue Date 16 243oxt Enpiration Date
OFFICER OR
DEP Form: 62.532-gM 1 In - - - •, - - . t u
t ) Incorporated (n fi2-5.7� d(IMf 1 c e n rm_ _.a .. _
Check No.
fYn
a,l
Hydrologist Approval
ItdtL�i
OFTHE WMD OR bSLEGArEDAUTNORnY THE
t AFtANflrlrtaacr,m nn�....�.._
LOT 4 T LOT 3
BLOCK153
BLOCK 3
1a- sRC 1/2•
c9t2' S89 9'E 12LD u� 19 9972� _
a
LOT
BLOCK 153
{ 11,072 S0. tT. Lam•.
i( 0.25 ACRES +_
ca _
I vauo a
3 °
tOT 2
i In BLOCK 153
PROPOSM c ; OCCUPIED
i -ONE STORY
CE CBS § ? FFE a 23.32
RESMEN
EU 1867 AS
FFE m 23.90 g t+
A w ..23.00
ff o f
oil'
9 a ae
jg�y V�
COW —
I S89"s vo•E y`
� G5185C£ �
SEBASITAN ROAD
(w Pt= AM BEAeINc
20' A9'*WT MAMY �� �BAS1S ,p
SEC IZ >34S R39E
ULVANUN NUILb: ; NUX I" AKKUW &
AlS AND 0WAMES SHO= RE FMn= PJQ ALL QEYA =z sH= RE DAsm tem t=Tm Aus*ac M i GRAPHIC SCALE
4 UKIMS OTHUW= VIM. VMU=L DARN OF IMS (HAV6'OB}
F=10 U791TY AND DRADIAW EaSOmeT. PROPOSED FP99iW Rotas ELEVATM 19 Si1P..CT m CHAI= € 1 .
ARE Ei SM UPON DUE REi'AAD SEAFM FOR 1K. PUt HEALTH DEPARMENT i
r OF SEUSTM ROAD. 0
PERMIT NUMBER AND CONTACT
S � UW== HO= TREA= COW
KNOW IT NOW, INC.
-
PROFESSIONAL SURVEYING AND MAPPING
5220 US HIGHWAY 1. 1104
VERO 6fACH, FL 32967
PHONE — (888) 395-7770
FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 I WM.KINSURVEYORS.COR1
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Focus Homes LLC of Florida)
PROPERTY ADDRESS: 5602 Shannon Dr Fort Pierce, FL 34951
LOT: 1 BLOCK: 153
SUBDIVISION: Lakewood.Park
PERMIT #:56-SF-2.372879
APPLICATION#:AP1732385
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1675097
PROPERTY ID #: 1301-613-0367-000-9 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
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 THE
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. REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 500 ] GALLONS / GPD AA500. AA800. or AS500L ATU CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 300 ] GALLONS DOSING TANK CAPACITY [67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ]
D [ 500 ] SQUARE FEET Netafim(08WRAM_9-12500 SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [k] MOUND [ ]
I CONFIGURATION: [X]. TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: CL Of Road @ South PL
I ELEVATION OF PROPOSED SYSTEM SITE [ 2.00 ][1 INCHES k FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 12.001 INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT
L
0
T
H
E
R
TILL REQUIRED: [32.001 INCHES EXCAVATION REQUIRED: [ ] INCHES
The system is sized for 4 bedrooms with a maximum occupancy of 8 persons. (2 per bedroom), for a total estimated flow of
400 gpd.
Performing. Lift. Dosing.
Install all components consistent with engineer design.
2 year ME, ATU operating permit, and written notice of ATU required for final approval.
SPECIFICATIONS BY: Brian Davis TITLE:
Master Septic Tank Contractor
APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD
Brian J ngram
DATE ISSUED: 10/21/20 1 EXPIRATION DATE: 04/21/2023
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003r PAC Page 1 of 3
v 1.1.4 AP1732385 SE1597833
NOTICE OF RIGHTS
A. party whose substantial interest. is affected by this order may petition for an
administrative hearing pursuant to sections 120.560 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing, must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21). days from the receipt of this order. The address of the
Agency Clerk is 4052.Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413=8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and. this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate. Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
H EAUhl
PAYING ON: #: 56-SF-2372879 BILL DOC #:56-BI D7�5603414 CONSTRUCTION APPLICATIONI: AP1732385
RECEIVED FROM: Brian Davis Septic and Backhoe Slervic AMOUNT PAID: $ 430.00
PAYMENT FORM: CREDIT CARD 002156 PAYMENT DATE: 09/23/2021
MAIL TO: (Focus Homes LLC of Florida)
FACILITY NAME:
PROPERTY LOCATION:
5602 Shannon Dr
Fort Pierce, FL 34951
1
Lot: Block: 153
Property ID: 1301-613-0367-000-9
EXPLANATION or DESCRIPTION:
128 - OSTDS Construction System Inspection Research Free
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
-1 - OSTDS Construction Application and Plan Review,New.
126 - OSTDS Construction Permit (New or Mod, Amendment)
I
127 - OSTDS Construction System Inspection
133 - OSTDS Construction Reinspection
11
RECEIVED BY: WhighamJL
QUANTITY
FEE
1
$
5.00
1
$
45.00
1
$
100.00
1
$
100.00
1
$
55.00
1
$
75.00
1
$
50.00
AUDIT CONTROL NO. 56-PID-5257579
1
DRAINFIELD: SPECIFICATIONS VACANT vACANT APPROVED SYSTEM EQUIPMENT
NO OBSTRUCTIONS NO OBSTRUCTIONS Al APl.. TRASH TANKS 1. AWANRE AAS., AAB00 @ ASS. SYSTEMS.
DRANFIELD SIZE REOT) a SOD SO. FT,
< 75 FEET < 75 FEET V 1. INFILTRATOR IMSiO
OCCUP UNOBSTRUCTED AREA RECID a 75030.FT. LOT 3 2. ROTH MUL71TARK MODEL RMT-500
NO OBSTR D S UN OBSTRUCTEDAREAPROVWED=750 SO. FL LOT 4 3. SEBRING SEPTIC TANK 450LO3RLINS CAT4
<`75 ET S DRIP LINES PROVIDED 031 FT. AND 2 LINES®32 FT• BLOCK 153 BLOCK 153 4. SEBRINO SEPTIC TANK 75=3RL3N9 CATS
VACANT VACANT 5. SFBNNO SEP710 TANK 900L03AUNS CATS
C DRIP LINES TO HAVE GREATER THAN 24"SEPERATION, 6. SURNG SEPTIC TANK 10501D3RL.3NB CATS
O ~' ONEEMIITERIPO.C.X2SFIEMITTER-SWSF 7. NORWESC0300 LOW FROM
U) GRAINFIELD PROVIDED
U C APPRON:G lR)RSM TANKS FOR ECOP00 ESQ.
PROPOSED
Z POTABLE WELL 1. INFILTRATOR IM540
(L A b �j O $IRO 1�2° S89°59�59°E SIRC 1�2" EXISTING 2. ROTH MULIRAHK MODEL RWT-500
7 ;5 w _ 222'' , �°j LB 6912" 121,��' LB 6912" POTABLE WELL 3. SURING SEPTIC TANK 750LD3RL3N9 CAI3
c N -0) 35.0 4. SEBWNO SEPTIC TANK 9001D3RL3NB CATS
'O LD O �Y?4' ,�_` ,t,0 5. SEEKING SEPTIC TANK 10SOL03PI.3N9 CA73
ci J- V f!) Cd 2 v c Lv
j I �- APPROVED PUMP TANKS FOR AQUAANE AASOO, AABOO, A$500 AND
•
:3 O ROPOSED WATERLINE ECOP00 E-50 SYSTEMS.
-j C p 'j MES LOT 1 J N 1. INFILTRATOR IW540
O) W N INV 19.9 �I BLOCK 153 Ijl I 2. ROTH MULMTANK MODEL W-500
yJ Xa 1 3. SEBPING SEPTIC TANK 4SOD3RLINS CAT4
I I. (f� E O a SEE NO SEPTIC TANK 7SOLD3RL3NS CAI]
C .p 9. SURNO.SFPTIC TANK SODLD3RL3NB CATS
9. SUMNG SEPTIC TANK 105OLDML3NB CATSGTaa 7. HORWESCO Sop LOW PROFILE .
48.0
Lj AC PAD
C C vi I W £L=23.0 d GENERAL NOTES 1
LI.L OJ g TIT o CONCRETE �y 1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
d d DRIVEWAY , - B: A➢JOINERS SHOWN HAVE NOT BEEN SURVEYED.
yN_, N N ri 01 LOT 2 3. THE -EXPECT
NED USE OF THIS PARCEL IS RESIDENTIAL,
(� I 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
- W BOCCUPIED RIGHT OF NAY AN➢AR EASEMENTS OF RECORD.
--- -- 4.7' LOCK 153 S. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE
,�, ? I c\ p FFE - 23.32 LOCATIONS AND SHOULD BE FIELD VERIFIED BY
PROPOSE0:&0(aF IP DRAT FIELD PROPOSED RESIDENCE q'I - CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
WITH 750 $A . EFNIZREA {{{KWAY E ,y \ 5602 SHANNON DRIVE .I p OCCUPIED UNDERGROUND .UTILITIES OR FOOTERS HAVE NOT BEEN
(EFFLUENT PLUME AREA) I SB 0 a FIFE = 24.50' D. DYABLE WELL SHO LOCATED.
MES W Y TYP. EMITTER UNES (fi ®31' AND 2 ®32') Ip,p• I 0 SEP➢C < 75 FEE 6. BEARINGS AND DISTANCES SHOWN HEREON
INV =.19.8 WhAAA SUBSTANTIALLY AGREE WITH THE PLAT UNLESS
OCCUPIED o > 24' SEPE 710N NETAFIM "VINYZENE FREE" O ,OTHERWISE NOTED. THE BEARING SYSTEM SHOWN
NO OBSTRUCTIONS a •0 YODEL JOB M.9-12500 GPM FO \ '- W 14EREDN IS BASED DN THE LINE INDICATED BASED ON
(U z \ o REFORM"..
< 75 FEET A I a 3 O 5 GROUND WA R FLOW 4 N b \ I O 7. INFORMATION OBTAINED FROM PLAT OR ➢EE➢.
CC11 o a \ Lj II \ (U B. ALL ➢ISTANCES SHOWN HEREON ARE'14DRIZONTAL
U K Z AIR RELIEF VALVES Z W \ cm) GROUND DISTANCES AND ARE REFERENCED TO U.S.
z .�• \ O STANDARD MEASURE (U.S. SURVEY FEET).
- _ - _ B O• 48.0' \ V z CD 9. THE PROPOSED INPROVEMENTS. SHOWN HEREON DO NOT
j ,,, -. _ __ 8.0' -_ ___ d l REPRESENT. THE FINAL DESIGN UNLESS APPROVED BY
GOVINING a a 1zo 2 6 A. \ A E y\� IO.THE A000R ACCORDING TO THE MUNICIPALITIES.NATIONALFLOOD INSURANCE RATE
.r.. - f \ AEDVE DESCRIBED POROPER YA LIESBIN6ZONE,
x. HE
-2012
TANK
II THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW
V✓ ARROWS IF SHOWN HEREON WERE PROVIDED BY THE
d _ _ _ CLIENT, T13DO N. SMITH, PE, INC. TAKES NO
13 I q1 1fi �.--ply SIRC 1 2" RESPONSIBILITY FOR THEIR CORRECTNESS. THE
'y' q "LB 6912" PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
0 'LB 6912" CONVENIENCE OF THE CLIENT IN THE PERMITTING
.S 9°S�LI�O'E .... x~• • . 12i3OG' . . . . . . . . . . . •�'Ay MR C UNICIPALITIES. THE LOCAL GOVERNING
2 12. SOD TO MATCH HOUSE LOT SODDING (BAHIA,
/ ^ \ h LEGAL DESCRIPTION- FLORATAM OR ST. AUGUSTINE).
BENCHMARK / I YES �q' :y?, \ AEROBIC TREATMENT SYSTEM q• Y -
h _ \ P SEE THIS DRAWING FOR APPROVED LOT 1, BLOCK 153, LAKEWOOD THE MAP O -
/Y• A SYSTEM. TRASH AND PUMP TANKS 2� UNIT 11, ACCORDING TO THE MAP OR
:1) \ (Z�' rZ'v PLAT THEREOF, AS RECORDED IN PLAT CERTIFICATION:
/ - BOOK 11, PAGE(S) 32; 32A THROUGH I HEREAY CERTIFY THATTHE ENGINEERING FEATURES OF THIS
IF) TYP. 1' RECIRCULATIOftNE BACK TO 32D, OF THE PUBLIC RECORDS OF ST.
117 AEROBIC TREATMENT SYSTEM HAVE BEEN DESIGNED OR
Cl 75' TO E%]STING HEADWORKS IN PUMP TART$ (14.25 GPM SEBASTIAN ROAD (7 LUCIE COUNTY, FLORIDA. SPECIFIED BY ME AND CONFORM TO ENGINEERING PRINCIPLES
�'VPOTABLE WELL RECIRCULATION RATE) � �2 �J APPLICABLE TO SUCH PROJECTS. IN MY PROFESSIONAL
2� TYP. 1' DISCHARGE LINE FROM ��' (70' PUBLIC R/➢) 2ti� JUDGEMENT, THIS SYSTEM. WHEN PROPERLY CONSTRUCTED,
HEADWORKS IN PUMP TANK X 20' ASPHALT ROADWAY OPERATED AND MAINTAINED, WILL ACHIEVETHE ESTABLISHED
PERFORMANQ $T N�RQ ANO COMPLY WITH ALL APPLICABLE
. 2�?V' •Z�a� A STAMEj�NSHE an
E-W QUARTER LINE - x S89°58A00'E
SEC 12, T34S, R39E 6OCCUR
NO 0 S7RUm ONS NO OBSTRUCTIONS NG WS'RNLTONS =FL ENO NEkNWUC SE W420B2 •• MRU_W•L LU
< 75 FEET < 75 FEET < 75 FEET _
�15 T'OTVRLIOVATHOUTRf tATl.4N�INKSEALOFAFLOMDA
0 -.Vc NRD ENGINE '�v
FOCUS HOMES T]� LEGEND �� • c. SCALE 1' = 20'
6602 SHANNON DRIVE TODD N. SMITH, r IJ, INC. GOING CONCRETE PC C PONT OF COMPOUND CURVE ACCMP ASPHALT COATED CMUCATEO METAL PVC,-O 0•.: FOUND
1717 I N D I AN RIVER BOULEVARD pA (INTERLINE �� NONT OF CA7 5 INTERSECTION
DATA NAw NORTH AL GEODETIC AMERIRIQUI VERTICAL DATUM 0i01BBB����A DESIGNED BY: INS
FT. PIERCE, FLORIDA 32951 P9 PLAT Boa( /�
REVISIONS BY DATE on EDGE OF PAVEMENT x0.0 INDICATES GROUND ELEVATION N -PUJ,UfM PUBLIC S PROP 4t DRAINAGE FASEND T LENCMOLN
SUITE 302 ORB PACE RECORD BOOK INDICATES SURFACE AIL A FLOW -® INDICATES PROPOSED GRADE �l l NESS
R& RAGE CLF CHAIN UlI NlIK FE. OR NAIL AND DISK RLS PROFESSIONTREDAL LAND SURVEYOR
L pF ARc DRAWN BY: JMS
R'd POWU RIGHT OF
WF WOW FENCE �� OL cLEv TIO (VERTICAL PVMT PAVDAENT
VERO BEACH, FL. 32960 -ON- OVERHEAD CURES WWF WOVE WINE FENCE Ba BUIMN0SE79ACK UNE R RADIUS pP CURVE END, PROJECT J21092
O CORNER MAPAER RECOVERED WM WATER METER PDX PANT OF COMMENCEMENT RGE RANGE
CORNER MARAER SET 55 SANITARY SEVER POD POINT OF BEONNINO SEC, SECDON
Ph. 772 559-3699 PC Pa TN OF CURVNER OL Pagr 5� 9o�wA xo. w BENMARKK COVEREDM BLOM�Y. TOANSRP DATE: SEPTEMBER 2021
t n s p e @b e l l s o u t h .net PT PANT OF TANGENCY CM CONCRE E MONUMENT A /C AIR CONOIRONER
PAC POINT OF REVERSE CURVE FF FINISH FLOOR NA1 NAIL AND DISK PAGE 1 OF 1
STATE.OF FLORIDA IPERp
REPAIR, MODIFY, OR ASfi
OSouthwest P12
❑Northwest (AE
DSt. Johns River
❑ South Florida The
❑Suwannee River e't''
J 0 P �
elegated Authority, (If Applit
APPLICATION TO CONSTRUCT,
ION AWELL,
A Req i d F elds�WherreApplicable)
a mr=rCWV fhe to permit eppnca6orr Uts y
t� BIRhD7ifY Where eipp g
�d
171 'Owner, Legal Name Corporation �f YJ
2. 40 D ir w 'Adds ;s CI r
'Well Location --Address, Road Name or Number, City II � �•
3. 0 1,d 3 a ?h210
'Parcel tD No, (PIN) orAttemate Key (Circle One)
Unique ID -- —_
Supuratimm ttequlred (See Attectled)
Quad No. DeQneadon No
�• R+ vvi ii u�r lane (;rant 'Township Range n ' "' 18 titJ�Q� j 8 dZ
ry ' Subdivision
f vatPer I Contraptor ., ,-- 7 7-if 9 7 f—
Zip Ta
l5 S It
Brock=Uniitt�—
Checlt tf tit-524: Yes !fNo
6, rn Ivunluer telephone umber E-mailAddre�
for weir Contracto s Address
7.*TYPO ofWork: —Construction _Repair —Mod jfication 5tat'e i q
8, 'Number of Proposed Welts �, I Abandonment
9. 'Specify intended Use(s) of Well(s): Retlson' Mosmn
%—,<mfiSI1C 6
,landscape Irrigation IC
,Bottled Water Supply _Agricultural Irrigation _Recreation Area Wgaffdn _Livestock —site Investigation
—Public Water Supply (Limited Use/DOH) I i_Nu Wnitoring
rsery Irrigation _-Test _
`Public Water Supply (Community or Non-Communiry/DEP) Commertdal/tndustrial _Earth -Coupled Geothermal C 2 i 2021
_Class I Injection Golf Course Irrigation AVAC Supply
Class V Infection: —Recha a —HVAC Return
r8 �Commeraailfnduslriat Disposal Aquifer Storage and Recovery _DrainageFDO in St fLuCie County
Remedfalion: Recovery Airg
Parce _Othertooxmel
,_other tom} N3iLT!
1q.'01stancefrom SepticSystem Ifs200ft, (Neto;Natae f�dM �byaBi'enP n nBauUwrtYi
11. Fault Description ��
13.'EsUmated Wei$ Depth ffio ft. 'Estimated �asing Dep�1 �-f1 12_ Estimated Start Date
14. Estimaled Screen lnterval• Fmm �y a �•—ft' 'Primary Casing Diameter�_in• Open Hole; From To-( ft, "To R
15.'Primary Casing Material. _Black Steel
Galvantzed gCpVC EdntCased Stainless Steel
Othps
16. Secondary Casing: Telescope Casing Liner Surface Casing Diameter
17. Secondary Casing Material; 8►ad( Steer in.
Ga: nized
18.PVC Stainless Steel 'Method of Constnrction, Repel , orAbandonmenL A Other
agar CableTool Jelled /Rotary Sonic
Combination (two or More Methods) Han .Driven (Well Point, Sand Point
- Horizontal Drilling Plugged by Approved M' thod Hydraulic Point (Direct Push)
19. Proposed Grouting Inte I forthe Prima Other toeaame
From`__0___T0 Seat Material, n Secondary, an _ Addisat C ment :
From To Seat Material Be°tonics eat Cement Other 1
Frvm To Seal Material (,_Sentonita 1 Neat Cement Neat Other
From t
To Seel Material L�_@enionite i Neat Cement Other }
20.Indicate total numberof existing wells on site ', I Other 1 --��f�-
21:'!s this well orany existing well orwaterwithdra f on the oWner'S contiguousberof existing covered u d under rs n site ive/Water Use p
arCUP/Wilpgppligtianl Yes If etmit(CUP/1NUP)
22. Latitude Y coirtplete the following: CUP/WUP No,
Longitude District well ID No.
23. Data Obtained From: GPS
aP —Survey Datum: NAD27 WGS84
aPptabhnyaortfte�o.Fmr� NAD83
�O ColTil er alEMarltdloc� lN^cmaed. Iaa heanaw3 bodPatnaW 4rX-= r4 atauramr Iwr47y Uullxu Yq
"�n�rr+w�dmn�oeho'urra�acte� mcraacnr�u„b�rozoovream�,eeromorQ7n,e°�`•s�ne�'aroma'�o�u„°Or�08awcm.e,demrr,,,r�„a,,,y
o rtcnvonnmo Dla6tdat n:o dvra mcrad,"p6 ornw�7p "`�°o 1p wo�+d�d..m wee+�tlu:tWi+furrnaEanP,v�oda—bkon,cymey Btu*C3 r,reaifij Cmireni
mtl�atepd �l' OtSt Pem+k K een pemil etrrdgrar Ir, inCidSCGdn. rc Ie Uro wd9 Q""p b lu W Vaa'mamtl W tl+h N�n>ad the f aim*
. ooa+a 6Y /j ^^! ' � , Ao6lkaU°'t Q aheaivvnrnl we�lua by4�AxCy sawoa
of tractOf
Approval Granted 8y�a
Fee Received 5
Receipt No.
THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BYAN AitT
PERMTI 3fiALLBEAVAILAaI _a_.._._.
-
issue Date iG ifaolt Expiration Date
OFFICER OR
0EP Fumt: 62,532.90t1(1} rnc• — ..'vim' t u
orporatedtnfi2:43�ennrit car —_< - ... -
Cheek No.
VE OFTHE WMD OR
Hydrologist Approval
THE
LOT 4 LOT 3
BLOCK BlVCACANT 3
s a Ty BLOCK 153 a
t 11,072 S0. FT. J
i ( 0.25 ACRES
v r m+ O v LOT 2
OUDPRO D OCCUPIED
�CBS FFE23.JZ C= W..1867 A
FFE 6- 23-50 W
� 23.00rn
{RR
,n.
S89-MTVE x� i23A0' at'
1[FS tiw � �SSSSCE' ~
�3 SEBAWAN ROAD
BEARING
— 2W ASS MT Ra4MY �q BASIS is
E-4Y OLi9KlEW L1N£ �9'SS'Oil'L`
,SEC T$ Tim R38£
OTES;
ELEVATION NOTES. I A
NORTH ARROW &
L WARNGS AM OSTM s SROWI NM RMn Ash
ALL ElEVA iS seer AM 2A= VFM raar,H A'.00CM I
GRAPHIC SCALE
:Asmm. UNLEM 07"31=E zmv.
WgWJL VAnU of IM8 (KAVWSB} t
1
u.as.E.. PURUG UTUTY AW DRAMAnE EA$EMT.
nRwm ARE SA5W UPON vie RECMM es aSw MR rHl
PROPOSED FWl%rc9 PL= ELEVATV4 s SUMECT To GtAD1GE
PER W&TH OEPARNI NT
HIBMU49 or S®ASnAN Roan.
PERMIT NUMBER AND CONTACT
wvaxaa VAM3 lma= casr
� p�txna..�u� macywt� mrxa:a pews -
i
LDDATE - m/r/mxr -
- - KNOW IT NOW, INC.
-.
asp - rgvscv -
_ PROFESSIONAL SURVEYING AND NAPPING
4 '1e�ea
�+ - i -
5220 US HIGHWAY 1. §104
"
ma—_ _ f�sccs6r —
VERO BEACH, FL 32967
PHONE — (888) 396-7770
r
cv�
FLOR& BUSNESS CFRAFiCATE CF AU7HOFUZA11ON
NUMBER LB 6912 I 4hVRf.KINSURVEY0R5-COEd
ED Ap
N ` %
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w N -
GZ.lCca J� �
FCT e 0 N
G d Q 4
Lu
a°'��9(A�:
4) N ^'
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� I-
PROPOSEDCQI
WITH 7500
OCCUPIED
NO 0 STRUCTIONB
< 75 FEET
BENCHMARK /
OCCUPIED
NO OBSTRUCTIONS
< 75 FEET
I%15,
MES
INV = 19.9
INN ME 19.8 0
EU
a)
I-..-.._
Z
DRAINFIELD: SPECIFICATIONS VACANT VACANT ^/
NO OBSTRUCTIONS NO OBSTRUCTIONS /V
GRAINFIELD SIZE RED'D"500 Sp. FT, <75 FEET <75 FEET
UNOBSTRUCTED AREA REC'0=750 SO. FT. LOT 4 LOT 3
UN OBSTRUCTED AREA PROVIDED=75034 FT. BLOCK 153 BLOCK 153
6 DRIP LINES PROVIDED GD S1 FT. AND 2 LINES 032 FT' VACANT
GRIP LINES TO HAVE GREATER THAN 24'SEPERATION, VACANT
ONE EMITTER 1Y O.C. X 2 9FIEMITTER-fiDG SF
GRAINFIELD PROVIDED
PROPOSED
SIRC 1/2° POTABLE WELL SIRC 1 2
°LB 6912" S89`59'59'E 121,00' LB 6912'• POTABLE BLE WELL
s
0
�I I -PROPOSED WATERLINE! 10.5
LOT
f'I BLOCK 153 P1
73.0' 48.0' y5p NF4• AC PAD 38.0' pP
E4=23.0 �5a
CONCRETE
DRIVEWAY N \ L
\ OY LOT 2
- _-
4.7'
I
W
9
KWAY
EN Ya PROPOSED RESIDENCE
,D \ 5602 SHANNON DRIVE .�.
,�
SB
1 0
o
FFE - 24.50
I
OL
TYP. EMITTER LINES (5 0 31' AND 2 0 32')
> 24' SEP TION NETAFIM "MNYZENE FREE'
10.0,
0
.0.-
MODEL BOB 9-12500 GPH
c
GRODNOWA�R\FLOW
4 N ?
\
\
W
o
a
\\ I
o
AIR REUEF VALVES\
W
-
��t
\ 111
5
LB 6912"
0
Bl;n S 9°5WQO'E ......
x,.... 121,00' ....... ...... .�
AEROBIC TREATMENT SYSTEM
h \
A SEE THIS DRAWING FOR APPROVED
y) ,�-!• \
�A SYSTEM. TRASH AND PUMP TANKS
2
TYP. 1' RECIRCULATIONVJNE BACK TO SEBASTIAN ROAD
75' TO EXISTING HEADWORKS IN PUMP TANI$
CS. POTABLELEWELL RECIRCULATION RATE)
(14.25 GPM
A1�.
(70' PUBLIC RAW)
TYP, 1" DISCHARGE UNE FROM
HEADWORKS IN PUMP TANK X 20' ASPHALT ROADWAY
a2
\�
E-W QUARTER LINE -
X S89"58'00'E
SEC 12, T34S, R39E
OCCUPIED
NO OBSTRUCTIONS
< 75 FEET
SIRC 1/2"
"LB 6912"
BLOCK 153
OCCUPIED
FIFE - 23.32
OCCUPIED
.TABLE WELL SNIT
0 SEPTIC < 75 FEE
LEGAL DESCRIPTION:
LOT 1, BLOCK 153, LAKEWOODI LARK -
UNIT'11, ACCORDING TO THE MAP OR
PLAT THEREOF, AS RECORDED IN PLAT
BOOK 11, PAGE(S) 32, 32A THROUGH
32D, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
OCCUPIED
MO OBSRNCII.NS
< 75 FEET
APPROVED SYSTEM EQUIPMENT
APPROVED MASH TANKS FOR AWANRE AAS00,'MOW R ASSDO SYSTEMS.
1. INRLTRATOR U540
2. R07H MULMTANK MODEL RMT-500
J. SEM 0 SEPTIC TANK 450RDSRI25NB CAT4
4. SEBRING SEPTIC TAKK 75WDlRL3H9 CATS
S. SEE MO SEPTIC TANK 9DOwML"G CA7
3
6..SEBRING SEPTIC TANK 105DLDML3NS CAT3
7. NORWESCO 300 LOW PROFILE
APPROVED TRASH TANKS FOR ECOPOD E50.
1. INRLTRATOR IU540
2. ROTH MULTITANK MODEL RUT-500
3. SEEING SEPTIC TANK 75CO3RLR(B CA73
4. SEBM40 SFPDC TANK' 9WLD3RLNIB CA73
i SEERING SEPRC TAKK IOSDL03RL3NS CATS
APPROVED PUMP TANKS FOR AOUMINE MSGO, M800, A5500 AND
ECOPOO E-00 MUMS.
1. INFILTRATOR IM54D
2. ROTH MIULDTANK UOOEL MT-600
3. SEERINO SEPTIC TANK 450LDULSNB CAT4
1. SEBRING SEPTIC YANK 750LD3RL1NB CAT3
5. SEBRING SEPTIC TANK 900LD3RL3NB CAT3
B. SEBPoNO SEPTIC TANK 105OLDML31B CA73
7. NORWESCO 300 LOW PROFILE
GENERALNOTES
1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
2. A➢JOINERS SHOWN HAVE NOT BEEN SURVEYED.
3. THE EXPECTED USE OF .THIS PARCEL 1S RESIDENTIAL
4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHT OF WAY AND/OR EASEMENTS OF RECORD.
5. SEPTIC TANKS AND VFLLS IF SMEIVN ARC APPRDY m-
UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN
LOCATED.
6. BEARINGS AND DISTANCES SHOWN HEREON
SUBSTANTIALLY AGREE WITH THE PLAT UNLESS
OTHERWISE NOTED. THE BEARING SYSTEM SHOWN
HEREON IS BASED ON THE LINE INDICATED BASED UN
RECORD.
7. INFORMATION OBTAINED FROM PLAT OR DEED.
B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL
GROUND DISTANCES AND ARE REFERENCED TO U.S.
STANDARD MEASURE (U.S. SURVEY FEET).
9. THE PROPOSED IMPROVEMENTSSHOWN HEREON DO NOT
REPRESENT THE FINAL DESIGN UNLESS APPROVED BY
THE GOVERNING MUNICIPALITIES.
I.. ACCEDUHNG TO THE NATIONAL FLOOD INSURANCE RATE
NAP NUMBER 12111CO070 J. BATED B-16-2012, THE
ABOVE DESCRIBED PROPERTY LIES IN ZONE X.
II THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW
ARROWS IF SHOWN HEREON WERE PROVIDED BY THE
CLIENT, TOD➢ N. SMITH, PE, INC. TAKES NO
RESPONSIBILITY FOR THEIR CORRECTNESS. THE
PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
CONVENIENCE OF THE CLIENT IN THE PERMITTING
PROCESS THROUGH THE LOCAL GOVERNING
MUNICIPALITIES.
12. SOD TO MATCH HOUSE LOT SODDING (BAHIA,
FLURATAN OR ST. AUGUSTINE).
CERtj"PICATION:
I HEREBY CERTIFY THATTHE ENGINEERING FEATURES OF THIS
AEROSICTREATMENTSYSTEM HAVE BEEN DESIGNED OR
SPECIFIED BY ME AND CONFORM TO ENGINEERING PRINCIPLES
APPLICABLE TO SUCH PROJECTS. IN MY PROFESSIONAL
JUDGEMENT. THIS SYSTEM, WHEN PROPERLY CONSTRUCTED.
OPERATED AND
8M7AIIFN{TTAIINN EED, WILL ACHIEVE THE ESTABLISHED
PERFORMLE
STATUTEjY)W1HE$iATE% FADRIDA.ANO THEU ES OFTHE
ZI
2vl.Uo ZIV1Y11.,'O
TODD N. SMITH, PE, INC.
LDUCNU
CO„CEN�
�T
.• I'
SCALE 1' a 20'
5602 SHANNON DRIVE
PIERCE, FLORIDA 32951
GGOING
E
PC'
Per OOFF NTERSENDOCURVE
ACCUP ASPHALTCORRUGATEDMETAL
OPIPIPE'
NGVD NATIONAL COATED
�i�41Qpy0E��.q E1
•!OENTIfIGgll
FT.
1717 INDIAN RIVER BOULEVARD
P°
EDP
PLAID `
EDGE Of PA4EMENT
(�
0,0
NONCATE9 RECORD DATA
INDICATES GROUND ELEVATION
NAw NORTH AMERICAN VEgTICN DATUM 0i 19BB
PU&DE PUBLIC UTIUTIZS U DRAINAGE EASEMENT
Y
DESIGNED BY: TNs
REVISIONS BY DATE
GTE
OFFICIAL RECORD BOOK
INDICATES SURFACE WATER FLOW
-® INDICATES PROPOSED GRACE
'1
111899 1[IIECNWCIbNED BU Ess
SUITE 302
PO
PACE
INDICATES NAIL OR NAIL AND DISK
PLS PROFESSIONAL LAND SURVEYOR
L Di ARC
DRAWN BY: JMS
VERO BEACH, FL. 32960
R
-TIN-
RICKY OFPOWER POLE Y
OVERHEAD WRES
WFCUF
WWF
CHAINAD FENCE FENCE
WO EWRE FENCE
EL EIEVALS S PT`ON�(VFRTICALMD RCONTIiOL)
BY BMIING 9EIBACK LIKE
PUNT PAVEMENT
A NADIDS OF CURVE
O
CORNER MAPAER'RECOVERED
WM
WATER METER
PGO PONY a CCILNEHCEMENT
RUE DANCE
ENG. PROJECT 821092
Ph. 772 559-3699
COINER NARAFR SET
PONT
SS
SANITARY SEWER
p0B PONi Oi BEGINNING
BCpDIIONMARK
SEC, SECTION
P�"
pCN OP CURVE
5
SIN
sDEFA gox
Cam
COW' COVERED
DATE: SEPTEMBER 2021
to sp e @b el l s ou t h
PT
PONi OF TANGENCY
ON CONCRETE MONUMENT
A% AIR CONDITIONER
.net
PAC
POINT OF REVERSE CURVE
FF FINISH FLOOR
N/O NAIL AND DISK
PAGE 1 OF 1