Whiting Lane 444 PLANS PREPARED FOR .
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AP-PROVED
CITY OF ATLANTIIC BEACH
BUILDING OFFICE
LICENSED POOL CONTRACTOR EP 17 9`)
4504IRVINGTON AVENUE
JACKSONVILLE , ELORIDA 32210 PREPARED BY:
( 904 ) 384 - 3355
M . V. CUMMINGS ENGINEERS , INC .
ummings CONSULTING ENGINEERS
RESIDENTIAL & COMMERCIAL CHEMICALS, ACCESSORIES
POOL CONSTRUCTION & POOL SUPPLIES 6501 ARLINGTON EXPRESSWAY , SUITE 8 - 211
CONSULTING ENGINEERS JACKSONVILLE , FLORIDA 32211
TELEPHONE 1904) 724 - 0660
MAP SHOWING SURVEY OF
l',0T 6 , 111,OCK L :_' , RNTT,A'I' 01' PART OF ROY AI. I'AI,M:; UNIT .'A , A:+ II IN I
ROOK 31 , PAC,FS 16 , 16A, 1.613, 16C AND 16D OF TIIT? C'111-AREN'l' 1't1T11, 1k' iircoiw1 ISI'
DUVAL COUNTY, FT,ORXBA .
28'-0'
`--- i0' Ee4
POLARIS CONNECTION
1r
-
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4' tHAr,u L-,u,� -
~LN� � - SWIMOUT
W. 82.43'58"�,�-►� 9 .O ' 2' R (TYP.)
.,
w '4G.J, 'el? RETURN (TYP.)
` A
N Q N 'lana- `�,,, 6' DEEP 3' DEEP -
Y -- MAIN DRAIN " o
V/ :: , ¢
"
or ?
r a 0 -Q ►� i UG
LIGHT STEPS W/
a ;,u P r
00�,- N �- SKIMMER L.OVESEAT
I�N �,
1JT)L4-ry e
19 h p 4 �l 7 W
k x L0=
Y" e
Ile, r� TO PUMP &
�d D FILTER
- POOL & PIPING PLAN
V SCALE: 1 /4" = 1 '--0"
• �Nl Porcicry cle-� r-4c�oc7 20,J4g ~G' WN,CN
r'? 74,5 Azr�A ox� .ur,v/A-4 L f3Y 000
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rZdC�7•r O�7o/ C ,
I`N--) 15 A 60LJv'71A-Y 15,00VCY
I hereby certify that this survey meets the .
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant
Ir H. A. DURDEH toSectiond72o27 Florida Statutes
& ASSOCIATES ,,, Yn
IIROIRYR,.RP •u.,Rro• .a •4177 r�.
SURVEYORS
Paiic"C• Bo.50870 SIGNED
B"C
ZkLAND
Bao sono l BBeach,d -�--
JaCr<sOnvltla Beach,Florida 32250 SCALE
THIS SURVEY NOT VALID UNLE55 TH15 PRINT 15 EMBOSSED WITH THE SEAL OF THE A80VE SIGNED.
I
SURVEY AND POOL. PIPING PLAN
MR. & MRS. FRANK MERRILL DRAWN BY:
444 WHITING l-Ar,:F M.E.F.
ATLANTIC BEACH FLORIDA
SOUTHERN POOLS DATE DRAWN:
4504 IRVINGTON AVE. 9 / 6 /90
PHONE: (904) 384 -3355
JACKSONVILLE FLORIDA SHT 1 OF 2
I—ILILI �i *Vlj I/V 1
MAP SHOWING SURVEY OF
1,0'1' 6 , 131,01CK l2 , III P1,A'F OI' PART OF 110YAI, PALM:; UN I'l' .'A , A: IN 1`1,AT
BOOK 31 , PAGES 16 , 16A, 1613, 16C AND 16D OF TIIP CURRENT' 1111nl, ll'
DUVAL COUNTY, FLORIDA .
28'-0"
..•
POLARIS C
ONNECTION
S,4 4' CNA/al L .uK
rLAlc _ SWIMOUT
2' R TYP.
RETURN (TYP.)
tl C4 6, DEEP MAIN DRAIN 3 DEEP
n
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01
U L
Q
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LIGHT STEPS w/
,rrr
00 SKIMMER LOVESEAT'
29
0 r-,
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p
. V% �1 II j w
1' x
a•'
TO PUMP &
q a o FILTER POOL & PIPING PLAN
SCALE: 1 /4" 1 '-0"
•�1-ll'7 P1zOF'C�[YY LIC"D 'LJ F=!<04d ZO.tl6 "Co' W;'C-14
rh TldeF A2i_-.4 oF= Adlw/lk.ldL,C4_OCYprn1..r, fay 114.000
&AAP Pr=w-x--D APrZrL �c3 �a�3'y Cou.iuvm Pa.�� ✓o
170075 Or�Oc
- Tl-//, /-J A ZnJCJI7AZY Aizi VCY.
I hereby certify that this survey meats the
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant
H. A. DURDEN to Section d'12.o27 Florida Statutes
& ASSOCIATES MC rn. � o - L
LAND waalavrwtp euwv, w nn 4177 PL.
sURVEYORS
Poal("c.'r 5o6ro SIGNED
630 Beach Boulevard
Jacksonville Beach.Florida 32250 SCALE: r `• 2�� _
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.
SURVEY AND POOL PIPING PLAN
MR. & MRS. FRANK MERRILL DRAWN BY:
444 WHITING LANE M.E.F.
ATLANTIC BEACH FLORIDA
SOUTHERN POOLS DATE DRAWN:
4504 IRVINGTON AVE. 9 / 6 /90
PHONE: (904) 384-3355
JACKSONVILLE FLORIDA SHT 1 OF 2
lJ
RESIDENTIAL POOLS SHALL BE
PROVIDED WITH A FENCE `
ENCLOSURE AT LEAST 4' HIGH
WITH LOCKABLE GATES
8'-0" MIN. REQUIRED DIMENSIONS CONSTRUCTION EQUIPMENT & SPECIFICATIONS
30' MIN. F _ FOR DIVING BOARD
20'. 10 I INSTALLATIONS 1. FILTER 3.1 SQ. FT. SAND 20 GPM PER SQ. FT. FILTER
AREA FOR TOTAL 62 GPM, FILTERING POOL CAPACITY OF
-� g" 2' MIN s" APPROX. 18,000 GALLONS IN AN 8 HR. PERIOD, HAYWARD OR DE SAND
L30—MIN. 4
L30- MINYFILTER, 1-1/2 HP PUMP STA-RITE RITE OR HAYWARD 50 GPM AT 55 THD
a HAIR & LINT CATCHER - 2- 1/2" INTEGRAL STRAINER
a 4-1/2" MI 2. 400 WATT UNDERWATER LIGHT IN DEEP END
zz m M ¢ 3. 3/4" INLET (5)
CD 4. ONE AUTOMATIC SKIMMER
o0 z A 5. 8" MAIN DRAIN WITH HYDROSTATIC VALVE
aoQ, a w LL
o 6. ONE TIMER
IF DEPTH AT SHALLOW ,l x THE STRUCTURAL DESIGN SHALL COMPLY 7. MANUAL CLEANING SYSTEM
END EXCEEDS
5.. W WITH ALL LOCAL BLDG. CODE REQUIREMENTS
LADDERSREQUIRED 8, 1- 1/2" PVC RETURN FROM FILTER
9. 1- 1/2" PVC SUCTION TO PUMP
10. 1- 1/2" VALVES
MAIN DRAIN WITH 11. TYPE OF POOL: SHOTCRETE WITH MARCITE INTERIOR
12. ELECTRICAL AS REQUIRED
HYDROSTATIC VALVE
POOL WALLS SHALL BEA DISTANCE
FROM PROPERTY LINES AND BUILDING 13. DECK AREA AS SHOWN ON SITE PLAN
FOUNDATIONS OF NOT LESS THAN THE 14, PLUMBING FOR POLARIS
DEPTH OF EXCAVATION BELOW NATURAL 15. 6" X 6" TILE, SEE CONTRACT FOR TYPE
GRADE, UNLESS POOL WALLS HAVE BEEN 16. EXCAVATION BY CONTRACTOR
DESIGNED FOR THIS SITUATION BY A
REGISTERED ENGINEER OR ARCHITECT 17. FILL DISPOSAL BY CONTRACTOR
18. ROUGH SITE GRADING
2' 19. NO LANDSCAPING
--� MIN. 20. CLEANING EQUIPMENT: VACUUM HEAD, 12" VACFLEX, ,35' HOSE, FLOOR
IN NO CASE SHALL ANY OOLBRUSH, 16' HANDLE, 1 HAND SKIMMER & START UP CHEMICALS
RETAINING WALL, BE OR OThER 71-0" 21. ONE SWIM OUT
PART OF A POOL NEARER THAN MIN. DISTANCE 22. ENTRANCE STEPS WITH LOVE SEAT
3'-0" TO PROP LINE DIVING BOARD 23. AUTOMATIC CHLORINE FEEDER
MINIMUM REQUIREMENTS
(EXCERPT FROM BUILDING CODE) THESE REQUIREMENTS ONLAIR BLDW-
APPLY WHEN DIVING BOARD OFF VALVE
IS INSTALLED
MULTI-PORT VALVE
WASTE DISCH.
SAND FILTER (1-1/4' MIN. `,
DIVING BOARD REQUIREMENTS ' 1-1N4"
NOT TO SCALE MIN.)
(MIN.)
7
TO
12' PUMP POOL
11/4. 2,_0" 0'--O" WATER LEVEL s� /4' v
TO
4-1/2" MIN. POOL
3'— 6 9"R STRAINER
5'— " GATE VALVE
• 4� -
-0"
Jill Is" GATE VALVE FROM
6 " MAIN
DRAIN
FROM
SKIMMER
10'-0" 7'-0" 3'-0"
STEEL REINFORCEMENT SHALL
BE 3 O.C. EACH WAY WITH
BELOW 5'-0 0 H o.C. PUMP/ FILTER PIPING DIAGRAM
BELOW 5'—Q DEPTH TO
FLOOR OF BOWL A5 SHOWN ( NOT TO SCALE
LONGITUDINAL SECTION
POOL SECTIONS DETAILS & SPECS.
NOT TO SCALE
MR. B MRS. FRANK MERRI LL DRAWN BY:
444 WHITING LANE LANDSCHOOT
ATLANTIC BEACH FLORIDA
SOUTHERN . POOLS DATE DRAWN:
4504 IRVINGTON AVE. 9 6 /90
PHONE: (904) 384-3355
JACKSONV!LLE -4 LORIDA I
SHT 2 OF 2
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