01-0383 01-384-001 REUISIoNS ay
04/0 -/01 L G .
2 R1 LEGEND -- -- ----
- - - -- ; BLDG.
` 6' UTILITY EASEMENT
-- -- --
DEEP —
� i I COl"fi„'ENTS
25'
® ANTI-VORTEX MAIN DRAIN ASSEMBLY DECK AREA = 418 SF i 1 05/Olin''
DECK AREA = 464 SF 2'-6'
2 ANTI -VORTEX 15' 2 i EXIST. I
VACUUM FITTING WITH OVERHEAD
MAIN DRAINS SERCEcAL 2'-6 IB I -- ---p-
�'-3" 8" 5' DEEP AT TOP LOADING NSF APPROVED o 3m' —2°-±—�
SI.UIMOUT -'- � SURFACE SKIMMER �------ 6r-a• --
MAIN DRAIN i
— 30' 2 -� 11/2 " ADJUSTABLE EYEBALL ELECT
POOL RETURN FITTING METER
>_
I
/� UNDERWATER 12 VOLT POOL LIGHT I i 41
- �-
2�_� DEEP ��OW �� POOL = 30 OW - HALOGEN EXIST. CONCRET A T.
��� 2 —�a RESIDENCE SLAB I �
GFCI RECEPTACLE SHALL BE ! ?
LOCATED NOT CLOSER THAN 10
FEET NOR MORE THAN 20 FEET a M c
3'-2" FROM WATER'S EDGE. `'�
8
4ro4 50 FT OF NEW
IrD�' r;
CONCRETE KOOL
13' DECK
EXIST--p O
SOIL STATEMENT. PANEL I 4' W
I I vU
El El —.__ BY VISUAL INSPECTION THE SOIL IS SAND AND
LOSE ROCK WITH BEARING CAPACITY OF 2500 I I I °� v
EXIST. I I EXIST.
PSF. IF OTHER CONDITION EXIST, ALL WORK WILL WATER SEWER
SHALL STOP AND NOT COMMENCE UNTIL WRITTEN LINE i i LINE ° o
AUTHORIZATION IS RECEIVED BY ARCHITECT
ENGINEER.
r-
AFTER GROUND HAS BEEN BROKEN A LETTER
SHALL BE SUBMITTED ATTESTING THAT THE SITE �_; o CO
HAS BEEN OBSERVED AND CONDITIONS ARE
GFCI RECEPTACLE SHALL SIMILAR TO THOSE UPON WHICH THE DESIGN IS
LOCATED NOT CLOSER THAN BASED. JD -40 10 FEET NOR MORE THAN 20 SW 66th AVENUE �,k .
BEET FROM IUATER'S EDGE. EXIST. — —
CONCRETE
SLAB
LEGEND
PROPERTY LINE LEGAL DESCRIPTION:
LOT, > BLOCK 1, "(RUN SUBDIVISION". ACCORDING TO —
I . E LAT THEREOF AS RECORDED ON AGE 10, OF
FENCE PLAT BOOK 10-1 OF THE PURL IG RECOR?S OF
T~ilA.1y -D4DE COUNTI', FLORIDA.
--------- - EXISTING UTILITY LINE AS NOTED i r
<1
PROPERTY CORNER Q iYl
51 TE FLAN
SCALE: 1'=20' , (f) al
EXISTING
RESIDENCE
lo
ZONING LE(SEND
r m
SKIMMER REQUIREMENT FOR RS-2 DISTRICT REQUIRED ACTUAL
RETURN
TYP, 4 MIN. LOT SIZE:
NET AREA 15000 1ro130 ,
FRONTAGE _ _ 100 I 111
MIN. YARD SETBACKS: —; — _--
FRONT SETBACK 35 35
ANTI -VORTEX REAR SETBACK 25 25
DUAL MAIN DRAIN SIDE SETBACK (INTERIOR) 10 11
(TYP. OF 2) SIDE SETBACK (STREET) 15 _ 20
MAX. BUILDING HEIGHT- " Q
STORIES 2 1 i� v
FEET 25 — 12 HA
MAX. BUILD COVERAGE (io) 30 15.`I 0-
VACUUM
r
W1 PLUG MAX. IMPERVIOUS COVERAGE (/0 40 2a.1 1 f `U
w .G
f
Z
11,2 " RETURN LINE °F
21/2 " MAIN DRAIN LINE c'
2 " VACUUM LINE
LA'%rOUT ( F `NG FLAN 2" SKIMMER LINE
SCALE: 1/4'=V-0' SCALE: 1/4'=1 -0'
48 HOURS 5EFORE DIGGING
_ - Tm CALL
< ,
- TOLL FREE
{
EQ�P. = POOL 1-800-432-41`10 .�
.,
EQUIP. SUNSHINE STATE ONE CALL CENTEiz t ' lt;
P, p PAD OF FLORIDA 4 ;
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