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BORUCHOW RESIDENCE
950 N.E. 95TH STREET
MIAMI SHORES, FL
DORUCHO\V RESIDENCE
950 N.E. 95TH STREET
MIAMI SHORES, FL
9245 S.W. 44 STREET TEL: 305 - 221 -3416
MIAMI, FLORIDA 33165 FAX: 305 -553 -9903 •
•
•
•
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
CHARLES W. CARR, LICENCE NUMBER LS 1060
STATE OF FLORIDA.
SIGNED:
CHARLES W. CARR
PROFESSIONAL SURVEYOR AND MAPPER
CERTIFIED FOR:
Irwin B. Boruchow
SURVEY NUMBER:03 -05 -016
DATE OF FIELD SURVEY: May 6` 2003
MAP AND REPORT OF BOUNDARY SURVEY
LEGAL DESCRIP'T'ION:
Commence at the Northwest corner of Lot F, "PLA'T OF GOVT. LOT 4 OF SEC. 5 AND
N '/z OF NE its OF SE '/a OF SEC. 6 OF TWP. 53S. RG. 42E DADE CO, FLA. ",
according to the plat thereof as recorded in Plat Book 5 at Page 90, of the Public Records
of Miami -Dade County, Florida; thence run East along the North line of said Lot F for a
distance of 208.5 feet to a Point Of Beginning; thence run South along a line parallel
with the West line of said Lot F for a distance of 220 feet to a point; thence run East
along a line parallel with the said North line of said Lot F for a distance of 100 feet to a
point; thence run North for a distance of 220 feet more or less to a point on the North
line of said Lot F, said point being 100 feet East of the Point Of Beginning; thence run
West along the North line of said Lot F for a distance of 100 feet to the Point Of
13eginning.
ACCURACY:
The expected use of the land, as classified in the Minimum Technical Standards
(61G17 -6 FAC), is "Single Family Residential ". The minimum relative distance
accuracy for this type of survey is 1 foot in 7500 feet. The accuracy obtained by
measurement with a Sokkia Transit and a Chicago 200 foot steel tape and calculation of a
closed geometric figure was found to exceed this requirement.
DATA SOURCES:
The legal description was furnished by Mark Campbell AEA Architects 373 N.E. 92
Street Miami Shores, Florida 33138.
EASEMENTS:
The record plat does not indicate any easements on subject property.
PROPERTY ADDRESS:
950 N.E. 95` Street
Miami Shores, Florida 33138
SURVEY NOTES:
1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY
WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDER
GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN.
2. No ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN.
3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE'
DESCRIBED PARCEL FOR RIGHTS - WAY, INGRESS OR EGRESS IS
SHOWN ON THIS SURVEY.ORAWING. HOWEVER, THIS SURVEY DOES NOT
PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS -OF WAY
OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL
DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES
NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST, AND LANDS SHOWN
HEREON WERE NOT ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS -
OF OF RECORD.
4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS
REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES
THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE
IN COMPLIANCE WITH THESE ZONING REGULATIONS.
S. THE NORTH ARROW AND BEARINGS AS SHOWN,., ARE DERIVED FROM
THE ASSUMED MERIDIAN ON THE RECORDED PLAT/ THE LEGAL DESCRIP
TION THEREON IF SAID DESCRIPTION IS A"METES AND BOUNDS, OR
FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY
SECTION MAPS ANb SHOWN ON THE LOCATION SKETCH.
6. THE FLORIDA INSURANCE RATE MAP 040 3 DATED .7 - L1 - 15
COMMUNITY No. /20 52 ,NATIONAL FLOOD NSURANCE PROGRAM
DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE. "X"
ELEVATION NO _FEET. THIS IS 0 O A FLOOD HAZARD ZONE.
7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL
DATUM AND BENCH MARKS ARE CITY, COUNTY'► STATE OR GEODETIC
VERTICAL REFERANCE MONUMENTS.
8. THIS IS A LAND SURVEY AND.WAS PREPARED IN ACCORDANCE WITH
FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE
MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE
BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER
61617 -61 FLORIDA ADMINISTRATIVE CODE, AND MEETS THE REQUIRE
MENTS OF THE FLORIDA LAND TITLE ASSOCIATION.
W
AI W tulle 2 I.,07- - fr c
Al
t
N
LOCATION SKETCH:
SCALE: 1' = 100'
E
/v0
2408
95 rev S7:
/ 08. 5
/ oo
/ o ?
/00
/D0
35'
LEGEND & SYMBOLS
A - - - ARCH LENGTH
R - - - RADIUS
T - - - TANGEN
C - - - CHORD
A - - - DELTA (CENTRAL ANGLE)
MEAS - MEASURED
CALC - CALCULATED
PCP - - PERMANENT CONTROL POINT
PRM - - PERMANENT REFERENCE MONUMENT
PC - - - POINT OF CURVE
R/W - - RICHTOFWAY
BM - - BENCI! MARK
FND IP- FOUND IRON PIPE
CLR - -CLEAR
CLF - - CI FAIN LINK FENCE
"TYPE - "TYPICAL (FOR SEVERAL)
N/T - - NAIL & TAB
P.O.B. - POINT OF BEGINNING
P.U.C. - POINT OF COMMENCEMENT
CM - - CONCRETE MONUMENT
S/S - - - SANITARY SEWER
WiM - - WATER MAIN
GT - - - GREASE TRAP
BM - - - BENCH MARK
WV - -- WATER VALVE
WM - - - WALERMETER
P & T - - POWER &'1'ELE. LLNES
MIL - - - MANHOLE LID
CB - - - CAT BASIN
CO - - - CLEAN OUT COVER
CBS - - - CONCRETE BLOCK STRUCTURE
CLP - - CONCRETE LIGHT POLE
CONC. - CONCRETE
FPL - - - FLORIDA POWER & LIGILT
PWR IRAN - POWER 1RANSFORMER
EL - - - ELEVAI ION BASED ON 1929 NGVD
FND IR - FOUND IRON ROD
ENCRO- ENCROACHMENT
WMF - - -WIRE MESI! FENCE
DIL - - - DRILL HOLE
N/D - - - NAIL & DISK
CTY MON - COUNTY MONUMENT
PKG SP - PARKING SPACE
HYD - - - FIRE 11YDRANT
I IC - - - HANDICAP PARKING
UE - -- U11LIIY EASEMENT (UTILESM'1)
208. 50
NW cog /F,e; Lvr
A/o,€TN L,A/E i. vrF ,q �
. SOUr /-/ G./A/6" fi /W/M4/ fliDgef }�`
.Jeer /4W X10.3 " PD /O /i=. 37 ,t,V,D I
L oo X
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LOCATED IN:
VILLAGE OF MIAMI SHORES,
MIAMI -DADE COUNTY, FLORIDA
95
c4a',e /w 41 L r
LOT DETAILS:
SCALE: 1' = 20'
GENERAL NOTES:
1. WORK PERFORMED SHALL COMPLY WITH THE FO
A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED WING:
SPECIFICATIONS). N PLANS OR
B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION.
C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCE
SAND
D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL IONAL BOARD OF FIR E
2 . ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
THE RESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED SHALL BE
PRECEDENT OVER SCALE. DIMENSIONS ARE
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY
JOB UNLESS OTHERWISE NOTED OR SHOWN. THROUGHOUT THE
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE A
ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR TD COORDINATE
DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE A
FOR PROPER ADJUSTMENT TO THE ARCHITECT
BEFORE PROCEEDING WITH THE WORK.
5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF TH E
CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN
SECTIONS OF THE SPECIFICATIONS. ALLL
6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWING
CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR M THEN THEIR
CONDITIONS THAT ARE SHOWN. R SIMI LAR
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY
PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL
METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCE ACCEPTED
ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY ' BARRICADES,
AND
BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER IS WORK.
SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE P WORK. HE
ADJACENT WORK CAUSED BY HIS OPERATION. REMISES OR
8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIM L
PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIF(CATIOATIO THE
SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL THE
DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS
ARE REPORTED AND CLARIFICATION OBTAINED.
9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FIL
WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE E
AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION,
COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY
DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR
SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL
COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY
DAMAGE INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK EOF AND
CONTRACTOR.
10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR
CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN OR NOTED.
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL
BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT
PRIOR.-APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.
12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN
OF`2,CINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS.
13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER.
• 14% THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING
TRUt�` AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN
EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF
HIS OWN WORK OR OTHER CONTRACTORS WORK,
CONSULTING
CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND S OF OTHER
SAME . IN CASE 0 FHIS FAILURE TO LEAVE OR CUT SAME IN THE
PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE.
NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY
STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE
ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION,
REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT
WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER.
15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS
WORKMAN —LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE
APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR
SHALL CLEAN ALL SURFACES FREE OF AL DIRT AND REFUSE CAUSED BY
DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL
ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL
CLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER
ACCEPTABLE TO THE OWNER.
16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS
ACCEPTABLE TO TEH OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM
FOR A PERIOD OF NO LESS THAN (1)
ONE
ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED DATE OF
ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL
REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE
OWNER.
17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES
RECOMENDATIONS AND SPECIFICATIONS.
208.5'
220'
940
f-- 31/2" METAL CAP
111 11111111 11111111111111111111
SECT ON
AUTOMATIC
GATE
LEGAL DESCRIPTION
COMMENCE AT THE NORTHWEST CORNER OF LOT F OF
PLAT OF GOV. LOT 4 OF SEC. 5 AND N1/2 OF NE1/4
OF SEC. 6 OF TWP. 538. RG. 42E. DADE Co. FLA.
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT
BOOK 5 AT PAGE 90 OF THE PUBLIC RECORDS OF DADE
COUNTY, FLORIDA; THENCE RUN EAST ALONG THE NORTH
LINE OF SAID LOT F FOR A DISTANCE OF 208.5 FEET TO
A POINT OF BEGINNING; THENCE RUN SOUTH ALONG A
LINE PARALLEL WITH THE WEST
LINE
A DISTANCE OF 220 FEET TO A POINT; HE F
FOR
;;
EAST ALONG A LINE PARALLEL WITH THE SAID NORTH
LINE OF SAID LOT F FOR A DISTANCE OF 100 FEET TO
A POINT; THENCE RUN NORTN FOR A DISTANCE
FEET MORE OR LESS TO A POINT ON THE NORTH LINE
OF SAID LOT F, SAID POINT BEING 100 FEET EAST OF
THE POINT OF BEGINNING; THENCE RUN WEST ALONG THE
NORTH LINE OF SAID LOT F FOR A DISTANCE OF 100
FEET TO THE POINT OF BEGINNING.
POURED
CONCRETE
EXISTING (2) STORIES
RESIDENCE
# 950
ALL DRIVEWAY /ROADWAY ENTRANCES AND EXITS SHALL BE
CONSTRUCTED SO THAT VEHICLES MAY ENTER AND EXIT
WITHOUT POSING DANGER TO OCCUPANTS, PEDESTRIANS,
AND OTHER VEHICLES. STRUCTURES AND LANSCAPING
SHALL NOT OBSCURE VISION ABOVE 2.5' WITHIN THE
TRIANGLE COMMENCING AT THE POINT OF INTERSECTION
OF THE DRIVEWAY AND SIDEWALK /RIGHT —OF —WAY FOR A
DISTANCE OF 10' ALONG THE DRIVEWAY AND 10' ALONG
THE RIGHT —OF —WAY
N.E. 95TH STREET
MANNUAL
GATE
MA A
GA
11111111111111111111411111111111 11111111111111111111
•
DRAWN
M.M
CHECKED
M.A.C.
DATE
4 -24 -03
AL
AS SHOWN
JOB NO.
03
SHEET
OF - SHEETS
R.H. Konikoff
955 NE 95 Street
Miami Shores, Fla. 33138
City Manager
Miami Shores Village
10050 N.E. Second Avenue
Miami Shores, Florida 33138
City Manager
Miami Shores Village
10050 N.E. Second Avenue
Miami Shores, Florida 33138
Dear Sir:
September 11, 1972.
Mr, and Mrs. George Beebe have purchased my residence
at 955 N.E. 95 Street.
The legal description is: Lots 22 and 23, Block 76
Miami Shores Section #3, in Dade County plat book 10 at
page 37.
The final closing of the sale is a few weeks away. In
the meantime, Mr. and Mrs. Beebe require a set of plans for
the house.
I would appreciate your allowing them to use your re-
corded set for whatever limited time they need it.
Sincerely,
Ro ert�ni
h koff