515 NE 101 St (6)•
1985 'JUN 6 PH 4: 16
HISTORICAL LANDMARK COVENANT
858170143
M12533PC 383
IN CONSIDERATION of the designation of the real
property hereinafter described as a historical landmark by
MIAMI SHORES VILLAGE, FLORIDA, the undersigned, being all of
the owners of the said real property, for themselves, their
heirs, executors, administrators and assigns, do hereby jointly
and severally covenant with Miami Shores Village, its successors
and assigns, that no structure presently situated on the fol-
lowing described real property shall be demolished, moved, or
changed in the exterior appearance by addition, reconstruction,
alteration or maintenance, nor shall any trees situated on said
real property be destroyed or moved until an application for a
certificate of appropriateness has been submitted to the
Historic Preservation Board of Miami Shores Village and has
been approved by that Board, or the Village Council on appeal.
Said property is legally described as follows:
LOT 16 BL 94
AMID PL MIAMI SHORES SEC 4
FOLIO # 11 3206 17 1100 6
A /K /A 515 N. E. 101st ST.
PB 15 -14
This covenant shall run with the land and shall'terminate
only upon the written consent of Miami Shores Village, or its
successors and assigns, and the undersigned do expressly consent
to the filing of this document in the Public Records in and for
Dade County, Florida
IN WITNESS WHEREOF, we have hereunto set our hands and
seals on the Zop day of /61A1
STATE OF FLORIDA
COUNTY OF DADE
BEFORE ME, the undersigne
I t4II y smus and
who beihg by me first duly sworn,
are the persons described in and
Historical Landmark Covenant and
and voluntarily for the purposes
My commission expires:
NOTA.RY PUBLIC, STATE DF FLORIDA
• MY 011 EXPIRES APRIL 16, HS3
BONDED THRU STEMELER-AWIS & SWEET .
OTA
2
1 2533Po 384
d authority, personally appeared
did state under oath tha
who signed the foregoing
that they signed the sainer
therein
expressed. /:„-'4 . ..0°‘ 044N
•*:!
PUBLIC STATE
44100400 IN WW1. moan met
of DADE oouNrr. ROM& .,
RECORD VERIF1E0 •
WHAM:UM/WA
CLERK King imarc
0.••40
, 198 5 .
(SEAL)
(SEAL)
PLANNING BOARD AGENDA OF JUl- 16 1941 ITEM NO.
Y b 4k3' O -,
Name of Owner /Applicant cj R' ‘</, AeMUS Phone No. `(''4
Address of Property, and /or Legal Description '0'6 14' )O
Nature of Request gthcZ1 A TJC'E, 7 '0 1'b 4 CNG r0CZ 900 1r
D" Ki '*1•O IZS V a
Present Zoning I 1
Area of Present Building
Area with Proposed Addition
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code Q4OL(,1b'
Dvg, ii:\ )0
0 11
7'
Variances /E
010 ,1 , r 9 — i (rtlot_ se-raike ts)
cc - .t O- O R eo `r1au (.1.se.,Lmm>
Setbacks Provided
M ►F
Council Action Required \ k,g
iami JThores
F L O R I D A
Date of Applicant Notification
Planning Board Action ,F??K. /1
Council Action AMR , ( a/ ��
O
i Z' 6 ?ao►,
%Zvik)
Director of Building and Zoning
Rex oorE
VW 'V
0888, •
„
(W�Yiu 1919)
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`11E';1J•1 11( ALL: L:?
I ALL FLOORS AND WALLS OF POOL TO 3E APPLIED CONC
WITH A 2a DAY MINIMUM COMPRESSIVE STRENGTH OF 14;O0 PSI.
2 ALL REINF STEEL TO TO A.S.T.M. 61S GRADE 10.
3 ALL POOL PIPING TO SE SCHEO. 10 PVC SEARING NSF APPROVAL
• FILTER BACKWASH SHALL COMPLY 'WITH SECTION 5C4:4 SF SC,
S. ALL P001 CONSTRUCTION SHALL COMPLY WITH CHAPTER 50 OF
THE SOUTH FLORIDA BUILDING CODE ISF 3C;.
1. NO POOL OR PATIO SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN
SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE
BEARING CAPACITY OF 1000 PSF. ANY ORGANICS, MARLS, OR
OTHER TYPES OF DELITERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SI4ALL BE REMOVED (OEMUCKE01 IN THEIR ENTIRETY,
AND THE AREA SHALL BE BACKFILLED WITH ACCEPTA3LE SOILS
AND COMPACTED IN 12 INCH THICK LAYERS. '1V11ERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO
WHATEVER CAUSES, THE POOL SHALL 8E REDESIGNED FOR
PILING
E. IN ALL CASES TILE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE
SY SHORING, UNDERPINNING OR ANY OTHER METHOD IF
REQUIRED THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY
FOR THE SAFETY OF EXISTING STRUCTURES.
1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR.
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT
LINES IF NECESSARY POOL CONTRACTOR AND /0R OWNER SHALL
VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
1. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES Al THE
SITE MINIMUM CLEARANCE DIMENSIONS SHALL 3E HELD AND
SHALL 3E AS REQUIRED 3Y THE LOCAL REGULATORY AGENCY. IN
GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELtei:ACC LINES TO OPEN POOL WATER.
10. POOL SLIDES TO 3E INSTAL LED IN ACCORDANCE WITH LATEST U.S.
GOVERNMENT SAFETY STANDARDS
11. MIN 4' FENCE RECOMMENDED AROUND ALL. UNS CREENED POOLS.
<
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q ....,
A
AIR RELIEF VALVE
r
1,
MAIN DRAIN
i
AIR Is■J� - 4
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PANEL
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11" MIN ,...1 +« -' �� r - ° .1.1u tic T10N
PIK
t
t AIAXtMUM SLOE
N SHAI.LO* END
GENERAL NOTES
i9
, G
D.E. FILTER PIPI ?!G SCHEMATIC
IMPORTANT IQTE.
NO 41V4YG 801R0 AND NO O+VI;Iti IS ALLOWED ON ANY POOL
LESS THAN 3'-0•' DEPTH AND SPECIFICALLY DESIGNED FOR
DIVING. THIS P001 IS NOT DESIGNED FOR DIVING
33 - /o .
LONGITUDINAL POOL SECTION --- STANDARD P001
NTS
TO SERVICE
TC
a
• Box
POOL DECK )(
WATER LINE
"GAIN GRAIN
• 1" NON•CORAOStVE
140 WAIT (3)
i LIGiITSA; 4 -0.<
k 76 (:
ELECTRICAL DIAGRAM
SCAII,E.f - Ite e r V
HAIR 1 LINT
STRAINER
/12
NP MANUAL STARTER SWITCH
SPST TOGGLE
SWITCl/
COND
IN POOL AREA GROUND
ALL BOXES RAILS, LIGHT,
'AOTCR ETC. W /N' 8 WIRE
... , m:y. ._..usu. . _ ..,.
PUMP MOTOR
12 V TRANS
3•N' 12 In z." CON0
<�1 R
�1..rJ'r��EiZ
NOTE
ALL ELECTRICAL
SHALL CONFORM
'.V /ART, 3.30 N.E.C.
12.',Ni1ERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR
BULKHEADS, SPECIAL CARE SHALL 3E EMPLOYED. THE WALLS
SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR
REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM
THE POOL. IF THE WALLS 00 NOT FULLY CONTAIN THE SOILS
BEHIND THEM, THEY SHALL BE REPLACED OR REPAIREO.
CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE
PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE
SEAWALL TIEBACKS SHALL NOT 8E CUT. WHERE CONCRETE
OEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER
FOR INSTRUCTIONS.
13. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH
CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFIIL
SHALL BE ACCOMPLISHED WIT►LEAN SANDS FREE OF ORGANIC
MATERIALS AND SHALL 1 13E PLACED IN 1Z" THICK LAYERS, EACH
LAYER SHALL 8 E COMPACTED TO 90% OF THE SOILS MAXIMUM
DENSITY 8Y TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE
PLACED IN A SIMILAR MANNEA.
11. WHERE PATIOS ARE INDICATED SY OTHERS, THE PATIO DESIGN
NOTES SHOWN ON THE TYPICAL WALL SECTION 00 NOT APPLY.
PATIO DESIGN SHALL BE BY OTHERS.
15. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS
OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES
BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL
FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN
ELIMINATING UPLIFT PRESSURES.
18. THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT
IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER
WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER.
17. TEMPERA TUNE OF SPA WATER SHALL 13E SET SO THAT MAX. WATER
TEMP. = 102•F.
4"x ' SOHO BM
W/2 • N• 3 CONT
TILE
NHITE
"MARBLE
PLASTER FINISH
4
;o
PERIMETER
PUMP
FILLER
6Q?ING -
• i T') v.-0" f?" S'
TYPICAL, WALL SillOtt
NtS rOTZ. oEvt1A1 .
HYDROSTATIC
VALVE (1'4")
TILE
TYPE OF PATIO
Exlr RAILINGS
COPING
1" IMIN.I CONC. DECK W/ SLIP
RESISTANt TOPPING W /5 "x8" N'
10/10 G.W.M. ON COMPACTED
GROUND WITH • ALL .ORGANIC
MATERIALS REMOVED ISEE
NOTES ON SOIL BEARING)
SLOPE -
frx8" CONC. FTO
WI 1•N' 5 CONT
- 2" COVER <<-'
4 TOP S':'40TroM /N' 3
AT 12" O.C. EACH WAY
• I !� ± STEEL TEX FOAM OR
KRAFT BOARD
C TO BE FASTENED
WITH SCREWS
REMOVE GRATE AND WELL
POINT VALVE FROM MAIN GRAIN,
AND ATTACH AUXILIARY PUMP
LINE WHEN EMPTYING.
WELL POINT DETAIL
NTS
'." ROCK BEO )MIN. 3
(pS ROCK TO
STABILIZE 5011I
WELL POINT
THREADED PVC
P001 DATA AND EQUIPMENT
S ►1£, 3 DEPTH
CAPACITY
PIPE
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CI
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it HOURS (MA*.
1
1
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-1
41
EIEVAXION OF DECK IN RELATION
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ll lST lay 0 ‘44 wi.O
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