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4$.47. ,grG Fes;,,
2.: : A C : ; 2'!"/ : i?; IA A. rLa tD�. :
.T.:/ o..; 7,
O TURAL -
% I GRADE
NA
�� ai= `it�;t /
' ,
FILL
1/2 H. P. SELF - PRIMING PUMP
tt0 -220
STEEL TANK SAND -
GRAVEL PRESSURE g;
FILTER 24" DLA.
BITUtvtASTIC COATED
OR- GRAVIW-
BAG TYPE
FILTER . � , -H.L. TRAP
TRENCH TO ENCASE
PLAST. MAIN DR.
PLAST RETURN T9
LONGITUDINAL_ SECTION
SCALE 3/8 "_ 1 -0"
1H*±
27-0
t If
21- 0
PLAN
SCALE 3/8 = I -0 ••
SIZE
t-i GALV. LADDER
IMBEDDED IN CONC.
FORM
1 .47
HYDROSTATIC VALVE TO
BE USED WHERE SUBSURFACE
WATER -CONDITIONS EXIST
PLAN OF STEEL AT
MAIN DRAIN
NO SCALE
><:f\kN\ \ *
x/.".),,x x/ \ \ _\- ''''r, ‘
44- I-- ---Y --\ \ ■ \
47+4 - )-4,,-- 3 1 --- : --r ‘ i --i -Tr -- • --1.
i --h- + + -�!� - ---�'- .. ,,- ..., --fi
I � ' _.,, FL. STL. DETAIL � � �� ~'i
1 - rr ALL STL. CUT TO _r
x
4 "SOLID CONC. WALK
W/ 3 8" 0 t6" O.
3/8" 0 LONGITUDINAL - 8" ac.
6 x. CONC. WALL
10" CONC. FTG. W/ 2 -3r4
L
,1
BEND DOWN INTO DECK
AFTER POUR 8► BACKFILL
OF WALL
I/4" PLYWOOD FORM
'CUT- A- WAY ISOMETRIC
NO SCALE
2 COATS WATERPROOF
PAINT - RUB WALLS
AFTER STRIPPING
FORMS
COPING a
TILE OPTIONAL,
MASONITE FORM
STAKE
STAKE
`14 PLYWOOD FORM
• • "444 - zw � °p�e'.
6 " CONC. SLAB - SEE
DETAIL OF STEEL ON PLAN
TYPICAL WALL SECTION
SCALE 1 1 0
LOUIS IL V. S Yt - f. �..
h i a. ftb G ?5033
117v N 79TH T.
Pt4ok : : L 923.►
MIAMI. PLk
PITCH I" IN 3
6CONC. WALL W/
3/8 9 BARS - 11 " O.C.
HORIZONTAL
3/8'" - 14" O.C. VERTICAL
MONOLITHIC POUR-.
SUPPORT FORM ON
HOLLOW BLOCK
POURED SOLID
WI TH FOOTI NG
10" CONC. FTG.
W/ 2 - 1/2" 4 CONT.
LEGAL DECRIPTION
LOT 4 BLK
SUBDIV.
CITY V /U4C5 C21 N /4N// 5/xs/2CS
_ S
Imo,..,.....
SERIAL NO
2716 ",
,' i 1
PLOT PLAN
NO SCALE
/78
SUPPLIED WITH CONTRACT
I GALV. LADDER
CHROME BRASS MAIN DRAIN"
20' OF 1.1/2 " PLASTIC PIPE
MASONITE FLOOR SLAB FORMS
ALL STEEL PER PLAN DETAIL 8► TIE WIRE FOR FLOORS,
WALLS, & DECKS
ALL CONC. FOR FLOORS, WALLS a DECKS
CONTRACT INCLUDES - ERECTION OF FORMS FOR WALLS
8. STRIPPING FORMS < ..; :
SUPPLY 8► INSTALL STUBOUTS FOR INLET .LINE
SUPPLY DECK FORMS 8► PAINT
SUPPLY ALL BRACING 8► MISC. LUMBER
THESE PLANS ARE COPYRIGHTED 8► REMAIN THE
PROPERTY OF JACK AUGUST 730 N.W. 131 ST MIAMI FLA.
a MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
HIS WRITTEN PERMISSION. PLANS MUST BE RETURNED TO
JACK AUGUST UPON COMPLETION OF THIS POOL AT WHICH
TIME 425.00 DEPOSIT WILL BE REFUNDED.
HERCULES CIRCLE POOL_ 1/
POOL FoR_____Nie
ADDRESS /t7d - /Dp ./W4-/s-7/ - svive,Es
PHONE
DATE'_ SEPT 2 / 9S
BUILDER - -74 /1 -/_vl_ 4A.144i. ;Plos _ Y
n
•
$ 1 " .
J u u
J
k
OT vALio UNLESS EVSOSSED WITH
SURVEYOR'S SEAL
EViSED:
so
BOUNDARY SURVEY
1 M
•
e3/-.5cy
E1e a!io 'S based crl
CE'.!
Elev. NGV Dam
Locator Index u
LEGEND : FIP= Found Iron Pipe
S.PC =SET1 /2 "PIN &CAPLB4789 F ' /D =Foun3 fail b D1SC
S.PCP= SET PERMANENT CONTROL POINT LB4789
C= CENTERLINE. P /L= PROPERTY LINE. O /L= ON LINE
M.H. = MANHOLE. WM= WATER METER PP= POWER POLE
FC.= FENCE CORNER R= RECORD, M= MEASURED
CHAIN LINK OR WIRE FENCE= .
WOOD FENCE= r +
MASONRY WALL -
CONCRETE= t •. - - -., l
MAINTENANCE & DRENAGE EASEMENT = .1 eD. E.
NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY.
1) Record and measured calls are in substantial agreement. 2) Bearings. if shown are based on Plat data. 31 The lands
shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and he same, if
any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improvements were not
located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fen■:e. 7) Wall
Ties to the face of the Wall. 8 BEA.Ri% h?? N S %r„'W ARE REFERED TO AN ASSURED VALUE SAID PB PAGE
OF MIAMI SHORES VILLAGE
OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
L O C A T I O N S K E T C H
SCALE: N T S
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43
4900 S.W. 74TH COURT
MIAMI, FLORIDA 33155
(305) 865 -1200
FLOOD ZONE: w
—A
SURVEY FOR: AL AKERMAN, 1170 N.E. 100TH ST., MIAMI, FLORIDA 33138.
L= 'L �_SCytrT_ON
LEGAL DESCRIPTION: LOT 4
BLOCK 178
SUBDIVISION
AT PAGE 67
DATE:
S - 3 -98
SCALE:
1 "= 20
DWN. BY:
F. -e!Ats 1 CO
1 HEREBY CERTIFY That the survey represented
hereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes
There are no encroachments. overlaps. easements
appearing on the plat or visible easements other
than as shown hereon
MARK M. KRAJNTK
Regis:erec'Land Surveyor•No
St3 :e of Florida
BLANCO, DANIAL & ASSOC. INC.
Land Surveyors • Planners
(Mailing Address)
555 N. Shore Dr.
Mia. Beach F1. 33141
Fax (305)855 -7810
SLT FIX::J DATE : -
TTTV T FA
JOB No.
3/2/94 BASE:
1
98- &44
VISED:
OT vauD UNLESS EMBOSSED w■TH
SURVEYOR'S SEAL
BOUNDARY SURVEY
Ele•atior'S based cn
C
Elev. NGVDa:_....
Locator Index u
LEGEND : FIP= Found Iron Pipe
S.P.0 =SET1 /2 "PIN &CAPLB4789 ' /D =Fou ^' `trail & Disc
S.PCP= SET PERMANENT CONTROL POINT LB4789
C= CENTERLINE. P /L= PROPERTY LINE. O /L= ON LINE
M.H.= MANHOLE. WM= WATER METER PP= POWER POLE
FC.= FENCE CORNER. R= RECORD. M= MEASURED
CHAIN LINK OR WIRE FENCE= • _ v
WOOD FENCE= -
MASONRY WALL=
CONCRETE= t:.-, ,:• •. -
".AINT 'Z NCE & DRENAGE EASEMENT =
NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY.
1) Record and measured calls are in substantial agreement. 2) Bearings. if shown are based on Plat data. 51 The lands
shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and 'he same, if
any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not
located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fens :e. 7) Wall
Ties to the face of the Wall. 8 B .ARI% Hz. ; - SHO ,ARE REFERED TO AN ASSU.SFD ` SAID pB P�`;F
Le ICIr
L O C A T I O N S K E T C H
SCALE: N T S
SURVEY FOR: AL AKERMAN, 1170 N.E. 100TH ST., MIAMI, FLORIDA 33138.
I _ T_
LEGAL DESCRIPTION: LOT 4 BLOCK 178
SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 67
OF MIAMI SHORES VILLAGE
OF THE PUBLIC RECORDS OF DADE COUNTY. FLORIDA.
�nr
SCALE:
1 "= 20
Il.rlut
DWN. BY:
F:SIA'4 CO
FLOOD ZONE:
DATE:
S - 3 -98
JOB
1 HEREBY CERTIFY That the survey represented
hereon meets the m nlmum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments. overlaps. easements
I on the plat or v s bte easements other
than as shown hereon ff
f>V�►,�J Ur+ 1
MARK M. KRAJNTK
Regis:erec'Land Surveyor'NO
State of Florida
3371
(
4900 S.W. 74TH COURT
MIAMI, FLORIDA 33155
305) 865 - 1200
SUrFIX::J
TT
BLANCO, DANIAL &
Land Surveyors •
ASSOC. INC.
Planners
Mailing Address)
555 N. Shore Dr.
Mla. Beach Fl. 33142
Fdx (305)865 -7810
DATE:- 3/2/94 BASE:
T. 'P • 1
No.
98- o4*
AIOV 7 ;' ro-
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