PL-18-3709Location Address
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
issue Date: 12/19/2018
Parcel Number
1168 NE 101ST ST, Miami Shores, FL 33138 1132050190240
Contacts
Permit NO.: PL -12-1 8-3709 '
Permit Type: Plumbing - Residential
Work Classification: Septic
Permit status: Approved
Expiration: 06/17/2019
CHRISTOPHER & MARGARET SMITH Owner EMPIRE ENGINEERING SERIVICES CORP Contractor
1168 NE 101 ST, MIAMI SHORES, FL 33138 JORGE MILLAN
Business: 7864888657
Description: SEPTIC SYSTEM INSTALLATION Valuation: $ 2,500.00
Inspection Requests:
Total Scl Feet: 0.00
Fees Amount
Application Fee - Other 50.00
CCF 1.80
DBPR Fee 2.00
DCA Fee 2.00
Education Surcharge 0.60
Notary Fee 5.00
Permit Fee 50.00
Scanning Fee 9.00
Technology Fee 2.50
Total: 122.90
Payments Date Paid Amt Paid
Total Fees 122.90
Credit Card 12/19/2018 $72.90
Credit Card 12/18/2018 $50.00
Amount Due: $0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village.Irk accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits re r uired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNE S AF (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulat g con truction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
AuthorizedTign ture: Owner / Applicant /
December 19, 2018
Agent Date
Page 2 of 2
DIVISION OF
Environmental Health
Florida Health 'OACounty O 0" OSTDS/Well Division
A-
11805 SW 26th Street - Miami, FL 33175 r1ep
Inspector R! N z O [! S (/ ! Date J Q' - 2 G r/ 9
Address It s1w,/01 0STD51J6
Comments:
Signature
10 _. 3- 6 l
u
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING ELECTRIC ROOFING
D C X 8'zom
BY:
FBC 20
Master Permit No. (a (ly " n 0
Sub Permit No
REVISION EXTENSION RENEWAL
PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: //6-9 /V/ F /0/
City: Miami Shores -_Ise
G3
County: Miami Dade Zip: 3 31
Folio/Parcel#: // ",320-5 - 0/ / - 0340 Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
fj
Construct//ion Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Cl ri6kl)/ ey .- Flay iaYz/ Ern/A— Phone#: 30s- -qS i Bq a
Address: /F % % 5-r/•
City: ft"Olyl' Shole-i State:r70d,Gzr Zip:
Tenant/Lessee Name:
Email:
n
33 /3rd
CONTRACTOR: Company Name: 51771-?Vle 9ihQeY/'. r r iQ Phone#: -786-48)-066
Address: q3 ?O SGS X67 ,
City: 'l'L{Ciri2
Qualifier Name: voi
State Certification or Registra
DESIGNER: Architect/Engineer:
Phone
Certificate of Competency #:
Phone#:
lip: 33133
864Sg -g6s
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: (r 0%9:5
Type of Work: yp Addition El Alteration New Repair/Replace Demolition
Description of Work: S 1 L 5:15
rr
1-11 i t"-d-A r
Specify color"'of color thhu tile'+
Submitta{I Fee`$J_ ..- - Permit Fee $ ` ' CCF, $ CO/CC $
r
Scanning Fee $ Radon Fee $ DBPR $
e ,vt l
Notary $
Technology Fee $ Training/Education Fee $
Structural Reviews $
Revised02/24/2014)
Double Fee $
Bond $ 6Uy'
TOTAL FEE NOW DUE $
9; —4 Z42 • r-70
k (
Bonding Company's.Name (if'applicable)
Bonding Company's Address,
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issuedl Ina absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Gi Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
8 day of-
r
20 by day of UM 20 (g by
who is personally known to A ho is personally known to
me or who has producecI43 kFC (IC NT -as me or who has produced UUO\JF QCENS— as
identification and who did take an oath.
NOTAR BLIC:
Sign. ,
t 1
Print: W
Seal:
APPROVED BY
Revised02/24/2014)
identification and who did take an oath.
NOTARY BUBLIC:
Sign:_
Print:
SINDIA ALVAREZ
MY COMMISSION # GG 238273
EXPIRES: September 3.2M i
IRdW!'ftHll lt Pi el+r{ers s*s*srs****
i,O/moans Examiner
Structural Review
SINDIA ALVAREZ
MY COMMISSION # GG 238273
EXPIRES: September 3, 2022
Inded Thm Notary Public Underwriters
Zoning
Clerk
Property Information
Folio: 11-3205-019-0240
Property Address:
1168 NE 101 ST
2018
Miami Shores, FL 33138-2607
Owner CHRISTOPHER C SMITH
MARGARET N SMITH
Mailing Address
1168 NE 101 ST
MIAMI SHORES, FL 33138
PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
591,863
FAMILY: 1 UNIT
Beds / Baths / Half 2/2/0
Floors 1
Living Units 1
Actual Area 2,516 Sq.Ft
Living Area 1,974 Sq.Ft
Adjusted Area 2,245 Sq.Ft
Lot Size 12,211.82 Sq.Ft
Year Built 1949
Assessment Information
Benefit Type 2018
County -
Year 2018 2017; 2016
Land Value
Building Value
439,312
170,096
439,3121
157,943,
409,495
158,037
XF Value 23,957 24,144' 24,331
Market Value 633,365 621,3991 591,863
Assessed Value 404,066 395,756,$387,617
25,000
Benefits Information
Benefit Type 2018
County -
2016
Save Our Homes Assessment
50,000
345,756
Cap Reduction
229,299 225,643 204,246
Homestead Exemption 25,000 25,000 25,000
Second
Taxable Value 354,066. _..__..
VY$
345,756 $337,617
Regional
Exemption Value $50,000
a...................._._........_._............_._
Taxable Value I $354,066.
50,000
345,756
Exemption
Homestead
251000 25,000 25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Generated On : 12/18/2018
Taxable Value Information
2018 2017 2016
County -
Exemption Value I $50,000 50,000 50,000
Taxable Value j $354,066 345,756 337,617
School Board
Exemption Value $25,000
Taxable Value 1 $379,066
25,000
370,756
25,000
362,617
City
Exemption Value $50,000 50,000 50,000
Taxable Value 354,066. _..__..
VY$
345,756 $337,617
Regional
Exemption Value $50,000
a...................._._........_._............_._
Taxable Value I $354,066.
50,000
345,756
50,000
337,617
Sales Information
Previous OR Book
Price Qualification Description
Sale Page
06/16/2010 0 27321-1606
Corrective, tax or QCD; min
consideration
07/15/2009 375,000 26948-4868 <Qual by exam of deed
04/01/2000 310,700 19094-1792 ',Sales which are qualified
11/01/1993 190,500 16135-4824 1Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
https://www.miamidade.gov/propertysearch/ 12/18/2018
MASTER SEPTIC TANK CONTRACTOR
JORGE M. MILLAN
2423 SW 147 AVENUE #344
r. MIAMI, FL 33185-
EMPIRE ENGINEERING SERVICES,
CORP
Business Authorization: SA0141867
SM0971292
Registration Expires on September 30, 2019
Empire Engineering Services, Corp.
2423 SW 147 Ave. #344 Miami, Florida 33185
SM0971292 - 786-488-8657
Date:
State of: -.r7 j O
County of: C
Before me this day appeared o- t vt N'ho, being duly
sworn, deposes and says:
That he or she will be only person working on the project located at:
Sworn to (or affirmed) and subscribed before me this 20_day of x
by b ,
Cruz A Arb&Abr
NWMtY PUBLIC
STATE Of FLOP"
Comm* OtiM74
EVkU 13/22/2020
Personally know
Or produced identification
Type of identification produced
C'ru-,,-, A /—\r%,1i 0--.VUt Y
Print, Type or Stamp of Notary
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
l . The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owil r
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this (10 day of 20
By M&2GIA-MeT - , SM (74 who is personally known to me or has produced
wAZN as identification.
Notary: 1
SEAL:
SINDIA
pf 'ION ,GG 238273
E(PIRES: September 3, ZOU
d ruIhNotary Pu* --U ndue
1355 NW 97TH AVE, SUITE 200
MIAMI, FL
J05) 264-2fi60
FL 311)2
TELEPNova Surveyors, Inc. SURVEY NO 9-0000626-2
FAX: (306) 264-0229
DRAWN BY: A.A. LAND SURVEYORS SHEET NO OF 2
SURVEY OF LOT 1, BLOCK 177, OF REVISED PLAT OF MIAMI SHORES SECTION EIGHT, ACCORDING TO THE PLAT THEREOF AS RECORDEDINPLATBOOK43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PROPERTY ADDRESS: 1168 NE 101 ST. MIAMI, FL 33138
FOR: CHRISTOPHER SMITH
LOCATION SKETCH scale 1" = NT.S.
ABBREVIATION AND MEANING
A = ARC
AJC = AIR CONDITIONER PAD
A . = ANCHOR EASEMENT
ATR = ALUMINIUM ROOF
AIS = ALUMINIUM SHED
ASPH.= ASPHALT
C.0 =BLOCK CORNER
8.0 R = BROWARD COUNTY RECORDS
8.M. = BENCH MARK
8.0 8. = BASIS OF BEARINGS
C = CALCULATED
C.8. = CATCH BASIN
C B.W. = CONCRETE BLOCK WALL
CH = CHORD
CH.B = CHORD BEARING
CL= CLEAR
C.L.F. =CHAIN LINK FENCE
C ME. = CANAL MAINTENANCE
EASEMENTS
CONC.=CONCRETE
C P. = CONCRETE PORCH
C S. = CONCRETE SLAB
D.E = DRAINAGE EASEMENT
D.M E. = DRAINAGE MAINTENANCE
EASEMENTS
DRIVE = DRIVEWAY
ENCR =FNCROACHMENT
E.7 P. = ELECTRIC TRANSFORMER PAD
FEE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
F.1 P. = FOUND IRON PIPE
F.I.R.=FOUND IRON ROD
F.N. = FOUND NAIL
F.N D. = FOUND NAIL 8. DISK
FNIP. =FEDERAL NATIONAL INSURANCE
PROGRAM
IN.BEG = INGRESS AND EGRESS
EASEMENT
L.F.E. = LOWEST FLOOR ELEVATION
L M = LAKE MAINTENANCE EASEMENT
L . =LIGHT POLE
M,. = MEASURED DISI"ANCE
M/H = MANHOLE
NAP = NOTA PART OF
NGVO = NATIONAL GEODETIC VERTICAL
DATUM
N.T.S. = NOT TO SCALE
O H = OVERHEAD UTILITY LINES
O.R.8 = OFFICIAL RECORD BOOK
0/S = OFFSET
OVH. = OVERHANG
P.B. =PLAT BOOK
P.C. = POINT OF CURVE
P.C.C. = POINT OF COMPOUND CURVE
PL.= PLANTER
P.L.S.= PROFESSIONAL LAND
SURVEYOR
P.O B.. = POINT OF BEGINNING
P.O.C.. = POINT OF COMMENCEMENT
P.P. =POWER POLE
P.P.S. = POOL PUMP SLAB
P R.C. = POINT OF REVERSE CURVE
PRM = PERMANENT REFERENCE
MONUMENT
PT =POINT OF TANGENCY
PVMT =PAVEMENT
PWY=PARKWAY
R = RECORD DISTANCE
RAD = RADIUS OF RADIAL
RGE. = RANGE
R.P. = RADIUS POINT
R D.E. =ROOF OVERHANG
EASEMENT
RNV = RIGHT-OF-WAY
SFC = SECTION
ST. P = SET IRON PIPE L.B. #6044
SINK= SIDEWALK
T = TANGENT
TWP = TOWNSHIP
U.E. = UTILITY EASEMENT
UP = UTILITY POLE
W M. = WATER METER
W R =WOOD ROOF
W.S. = WOOD SHED
Y = ANGLE
LA = CENTRAL ANGLE
C = CENTER LINE
MONUMENT LINE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY I"Sr RVEY"1-
THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY
EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY.
AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS, RESERVATIONS
OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTINGTITLE COMPANY,
BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
IHE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE.
EASEMENTS AS SHOWN ARE PER PWT BOOK. UNLESS OTHERWISE SHOWN.
1"HE TERM'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE
FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION' TO
AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED THIS FIRM HAS NOT ATTEMPTED TO LOCATE
FOOTING AND/OR FOUNDATIONS
FENCE OWNERSHIP NOT DETERMINED.
THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED.
HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW, THE LOCAL F. E.MA
AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED
LAND TO BE SITUATED IN ZONE AE COMMUNITY/PANEUSUFFIX: 120652 0093 J DATE OF FIRM' 03/02/1994
BASE FLOOD ELEVATION: 8 FT,
CE
II
3 1 vIIAIVII SHOREIIIa
STO ITH
LEGEND TYPICAL
OH- OVERHEAD UTILITY LINES
22= C B.S =WALL (CBWI
x-x- C.L.F = CHAIN LINK FENCE
I.F =IRON FENCE
W F. = WOOD FENCE
00 = EXISTING ELEVATIONS
SURVEYOR'S NOTES
1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED
MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE
PROPERTY, IF NOT, THEN BEARINGS ARE REFERRED TO
COUNTY, TOWNSHIP MAPS.
2) THIS IS A SPECIFIC PURPOSE SURVEY.
3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
1'75M FT
4) IF SHOWN. ELEVATIONS ARE REFERRED TO
MIAMI-DADE COUNTY
ALL ELEVATIONS SHOWN ARE REFERRED TO
NA71ONAL GEOGRAPHIC VERTICAL DATUM OF 1929
MIAMI DADE COUNTY BENCH MARK NO, B -26 -RA
LOCATOR NO. 3250 NE
ELEVATION 17.23 FEET OF N.G.V.0 OF 1929
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS'BOUNDARY SURVEY- OF
THE PROPERTY DESCRIBED HEREON, AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION.
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER BIGI)
FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472A2r
FLORIDA STATUTES
BY
A.TE K)
0- 18
PROFESSIONAL LAND SURVEYOR NO. 2534
STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR)
REVISED ON
For Septic Tank and/off' Tel
no final inspectionATTAME tI y d
p STATE OF F
and landscaoirig is kg!3te ISPECTION Lrlesidewalkinse}e: a;RVEr oa,irec
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ABBREVIATION AND MEANING
A = ARC
AJC = AIR CONDITIONER PAD
A . = ANCHOR EASEMENT
ATR = ALUMINIUM ROOF
AIS = ALUMINIUM SHED
ASPH.= ASPHALT
C.0 =BLOCK CORNER
8.0 R = BROWARD COUNTY RECORDS
8.M. = BENCH MARK
8.0 8. = BASIS OF BEARINGS
C = CALCULATED
C.8. = CATCH BASIN
C B.W. = CONCRETE BLOCK WALL
CH = CHORD
CH.B = CHORD BEARING
CL= CLEAR
C.L.F. =CHAIN LINK FENCE
C ME. = CANAL MAINTENANCE
EASEMENTS
CONC.=CONCRETE
C P. = CONCRETE PORCH
C S. = CONCRETE SLAB
D.E = DRAINAGE EASEMENT
D.M E. = DRAINAGE MAINTENANCE
EASEMENTS
DRIVE = DRIVEWAY
ENCR =FNCROACHMENT
E.7 P. = ELECTRIC TRANSFORMER PAD
FEE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
F.1 P. = FOUND IRON PIPE
F.I.R.=FOUND IRON ROD
F.N. = FOUND NAIL
F.N D. = FOUND NAIL 8. DISK
FNIP. =FEDERAL NATIONAL INSURANCE
PROGRAM
IN.BEG = INGRESS AND EGRESS
EASEMENT
L.F.E. = LOWEST FLOOR ELEVATION
L M = LAKE MAINTENANCE EASEMENT
L . =LIGHT POLE
M,. = MEASURED DISI"ANCE
M/H = MANHOLE
NAP = NOTA PART OF
NGVO = NATIONAL GEODETIC VERTICAL
DATUM
N.T.S. = NOT TO SCALE
O H = OVERHEAD UTILITY LINES
O.R.8 = OFFICIAL RECORD BOOK
0/S = OFFSET
OVH. = OVERHANG
P.B. =PLAT BOOK
P.C. = POINT OF CURVE
P.C.C. = POINT OF COMPOUND CURVE
PL.= PLANTER
P.L.S.= PROFESSIONAL LAND
SURVEYOR
P.O B.. = POINT OF BEGINNING
P.O.C.. = POINT OF COMMENCEMENT
P.P. =POWER POLE
P.P.S. = POOL PUMP SLAB
P R.C. = POINT OF REVERSE CURVE
PRM = PERMANENT REFERENCE
MONUMENT
PT =POINT OF TANGENCY
PVMT =PAVEMENT
PWY=PARKWAY
R = RECORD DISTANCE
RAD = RADIUS OF RADIAL
RGE. = RANGE
R.P. = RADIUS POINT
R D.E. =ROOF OVERHANG
EASEMENT
RNV = RIGHT-OF-WAY
SFC = SECTION
ST. P = SET IRON PIPE L.B. #6044
SINK= SIDEWALK
T = TANGENT
TWP = TOWNSHIP
U.E. = UTILITY EASEMENT
UP = UTILITY POLE
W M. = WATER METER
W R =WOOD ROOF
W.S. = WOOD SHED
Y = ANGLE
LA = CENTRAL ANGLE
C = CENTER LINE
MONUMENT LINE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY I"Sr RVEY"1-
THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY
EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY.
AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS, RESERVATIONS
OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTINGTITLE COMPANY,
BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
IHE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE.
EASEMENTS AS SHOWN ARE PER PWT BOOK. UNLESS OTHERWISE SHOWN.
1"HE TERM'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE
FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION' TO
AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED THIS FIRM HAS NOT ATTEMPTED TO LOCATE
FOOTING AND/OR FOUNDATIONS
FENCE OWNERSHIP NOT DETERMINED.
THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED.
HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW, THE LOCAL F. E.MA
AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED
LAND TO BE SITUATED IN ZONE AE COMMUNITY/PANEUSUFFIX: 120652 0093 J DATE OF FIRM' 03/02/1994
BASE FLOOD ELEVATION: 8 FT,
CE
II
3 1 vIIAIVII SHOREIIIa
STO ITH
LEGEND TYPICAL
OH- OVERHEAD UTILITY LINES
22= C B.S =WALL (CBWI
x-x- C.L.F = CHAIN LINK FENCE
I.F =IRON FENCE
W F. = WOOD FENCE
00 = EXISTING ELEVATIONS
SURVEYOR'S NOTES
1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED
MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE
PROPERTY, IF NOT, THEN BEARINGS ARE REFERRED TO
COUNTY, TOWNSHIP MAPS.
2) THIS IS A SPECIFIC PURPOSE SURVEY.
3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
1'75M FT
4) IF SHOWN. ELEVATIONS ARE REFERRED TO
MIAMI-DADE COUNTY
ALL ELEVATIONS SHOWN ARE REFERRED TO
NA71ONAL GEOGRAPHIC VERTICAL DATUM OF 1929
MIAMI DADE COUNTY BENCH MARK NO, B -26 -RA
LOCATOR NO. 3250 NE
ELEVATION 17.23 FEET OF N.G.V.0 OF 1929
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS'BOUNDARY SURVEY- OF
THE PROPERTY DESCRIBED HEREON, AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION.
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER BIGI)
FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472A2r
FLORIDA STATUTES
BY
A.TE K)
0- 18
PROFESSIONAL LAND SURVEYOR NO. 2534
STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR)
REVISED ON
For Septic Tank and/off' Tel
no final inspectionATTAME tI y d
p STATE OF F
and landscaoirig is kg!3te ISPECTION Lrlesidewalkinse}e: a;RVEr oa,irec
1355 M. W. 97th AVE SUITE
200MIAMI, FLORIDA 33172 NYrt * * +, * SURVEY No. 9-0000626.2
TELEPHONE: (305) 264-2660 i l p i.a a V r ij {.h rz g n r' .
FAX: (305) 264-0229 J
LAND SURVEYORS
DRAWN BY: ARP. {AL,} SHEET No. 2 OF 2
BOUNDARY SURVEY
SCALE = V'= 20'
7.92'.•. i 4.
21' A$PF ALT _• • •
gyp, r'pypj
e •r.
y
126.00' PWY •
7749
7.48 NO CCA`PF.I.P 314"
118.30' /— NO CAP
x/
W.M. 146.
90°0 D"' ^ o P.R.M.
A5PFiACT DRIVEWAY, NO CAPj
hhqj
C0
678 7.00
7.$3 — Ux
i M711 "
St9S' 8.14
18.75'
LOT -2 r ;
r, 9.05 ?f
LOCK - 177 7 `" 1 M 4. i" . .10'
7.03M /...+/
P",,• .. ,
n 6.697,18
x_
24.30'
X/ 1 6 0
Q
ONE STORY h a'
11.60'
RES. # 1168 v41
OAWL LOT- 1 * v
o BLOCK - 177
F,F.E.=9.53' w A y7--2.7
coco 12.35' M GARAGE EL:=7.25'
Lu
1
6' WP.' y + A/C v 26.40' POOL q
x PL,'--, y,
a PUMP QQ
4 7.11- '} 17.45' 0 0
u3
7.50k: 8.63 PL:
y,• ' 7.20` .5.86. 1
7,43OS.
u 6' W.F. 9.61
vl > +: G O
POOL '
6
6.65
LWPL v
xr_
C .S_..
F.LP 314"
NO CAP V W.F.
NO I99YA5P{lA1 T WALl;E1%'(N.A.P) s:i3
C 19 2615
ArnYpySUNVEYOR :S NOTE: -
There may be Easements recorded in the Public I{ecords not shoran on this Sun•er
STATE OF FLORIDA
PERMIT #: 13 -SC -1878037
DEPARTMENT OF HEALTH APPLICATION #: AP 1364738
ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID:
SYSTEM
FEE PAID:
CONSTRUCTION PERMIT
RECEIPT #:
DOCUMENT #: PR1167392
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1,050 ] GALLONS / GPD Seotic CAPACITY
A [ j GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K L ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [
D [ 500 ] SQUARE FEET Trench configuration drainfi SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: CL NE 101 St., 8.13' NGVD
I ELEVATION OF PROPOSED SYSTEM SITE [ 13.50][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE ( 37.56][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 66.00] INCHES
0 "Invert elevation of drainfield to be no less than 5.50' NGVD.
Bottom of drainfield elevation to be no less than 5.00' NGVD. (D c
T
Install 42" of slightly limited soil under the bottom of drainfield. r.
H -Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absorption bed or drain treh. A "
E The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimate ow of I400gpd. rA
R The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with IIs. 64E-6.013(3)(0, FAC.
SPECIFICATIONS BY: Jorge Millan TITLE:
APPROVED BY: TITLE: Da CHD
Carlos M Icaza
DATE ISSUED: 10/16/2018 EXPIRATION DATE: 16/2020
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Paeg 1 of 3
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Christopher&Margaret Smith
PROPERTY ADDRESS: 1168 NE 101 St Miami, FL 33138 e••,
r
LOT:•••• 1 BLOCK: 177 SUBDIVISION:
SECTION, TOWNSHIP•,' RMa*E, PAFICOTl NUMBE10 • • • •
PROPERTY ID #: 11-3205-019-0240 OR TAX ID NUMBER]0"0'0
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS Abil • STANDA1jD$ OF :•9214ION
381.0065, F -S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DUUFafi •1NOT 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 [ 1,050 ] GALLONS / GPD Seotic CAPACITY
A [ j GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K L ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [
D [ 500 ] SQUARE FEET Trench configuration drainfi SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: CL NE 101 St., 8.13' NGVD
I ELEVATION OF PROPOSED SYSTEM SITE [ 13.50][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE ( 37.56][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 66.00] INCHES
0 "Invert elevation of drainfield to be no less than 5.50' NGVD.
Bottom of drainfield elevation to be no less than 5.00' NGVD. (D c
T
Install 42" of slightly limited soil under the bottom of drainfield. r.
H -Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absorption bed or drain treh. A "
E The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimate ow of I400gpd. rA
R The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with IIs. 64E-6.013(3)(0, FAC.
SPECIFICATIONS BY: Jorge Millan TITLE:
APPROVED BY: TITLE: Da CHD
Carlos M Icaza
DATE ISSUED: 10/16/2018 EXPIRATION DATE: 16/2020
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Paeg 1 of 3