HomeMy WebLinkAbout39173-Z 10"
36' 10"
FORMED CONC.STEPS,
WATER LINE
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COPING AND WALKWAY �
CONC. FTG. 4' 17 4' (BY OTHERS) 10"
CONC.WALLS -L ':
SEE DETAIL m m WATER LINE
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SECTION B FORM TIES
8' SCALE:118"=1'-0`
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E RUBBER 3500 PSI POURED CONC.
FULCRUM PAD CONSTRUCTION NOTES 2`RETURN UNE O
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34M REINF. R FMNSH 1. ALL CONSTRUCTION ISTO BE IN ACCORDANCE WITH THE RESIDENTIAL CODE OF PEW YORKRODS TYP COPING NM PATIO > STATE-2010 AND THE ANSIMSPI-5-03 STANDARDS FOR RESIDENTIAL INGROUPD SOMAN 1W �te) 0 DONE By OTHERS ` POOLS FOR A TYPE 11 POOL 2"TO 4'SAND /X"
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a "'~x 2 STRUCTURE IS DESIGNED FOR USE BELOW GRADE AND ONLY IN AREAS WHERE THE
r GROUND WATER TABLE IS A MINIMUM OF 4'-B'BELOW THE PROPOSED FINISHED GRADE.
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3. BACKFILL WITH CLEAN EARTH,FREE OF ROOTS AND DEBRIS. DO NOT ALLOW THE HEIGHT ���
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I, OF BACKFILL TO EXCEED THE HEIGHT OF THE WATER IN THE POOL BY MORE THAN B', OR / ��/��• !�. ;/� /,'
1'-3' 3'-6" N 2'-9" 1'-6` THE WATER TO EXCEED BACKFILL BY MORE THAN T.
4. PLACE CONCRETE ON SANDY TO LOAM SOIL. REMOVE ANY CLAY DEPOSIT AND COMPACT WALL SECTION
CLEAN BACKFILL
5. WALKS TO BE SMOOTH,NON SKID TYPE.SLOPED AWAY FROM POOL O
DIVING BOARD & RWA�uDSPPO SHALL BE LIMITED TO OWNERS PROPERTY IN ACCORDANCE WITH LOCAL
DETAIL J
7. PROPERTY OWNER IS RESPONSIBLE TO INSTALL PERMANENT FENCE AROUND POOL IN O
IX Q AN
ACCORDANCE WITH THE NYS BUILDING CODE,APPENDSECTION AG105. PERMANENT
FROM SKIMMER ENCLOSURE MUST BE COMPLETED WITHIN NINETY DAYS AFTER THE DATE OF .
PUMP COMMENCEMENT OF CONSTRUCTION. C,
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THERE I8 NO MAIN DRAM IN THIS POOL SUCTION FOR POOL WATER CIRCULATION IS � Z
PROVIDED BY THE SKIMMERS ONLY. THIS MEETS REQUIREMENTS OF RC-SECTION AG106
FOR ENTRAPMENT PROTECTION. CL 41
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9. THIS POOL SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM WIHNCH IS CLASSIFIED BY 00
TO DISPOSALI UNDERWITERS LABORATORY,INC TO REFERENCE STANDARD ASTM 22M ENTITLED
DRYWELL STANDARD SPECIFICATION FOR POOL ALARMS."AS ADOPTEDIN 2006. ^1
CL
10. A TEMPORARY ENCLOSURE,OR 4 FT FENCE SHALL BE INSTALLED AND REMAIN IN PLACE
THROUGHOUT THE PERIOD OF CONSTRUCTION OF THE SWIMNMNG POOL,OR UNTIL THE
DI fERTE DEEP WATER RETURNS COMPLETION OF A PERMANENT ENCLOSURE. W
VALVE O 11. POOL SHALL BEAR ON UNDISTURBED SOIL.FREE OF PEAT.MUCK OR OTHER DELETERIOUS Z P Z Z
MATERIAL OF ANY SIGNIFICANT AMOUNT. O v W Z O
12. THE PRESUMPTIVE SOIL LOAD-BEARING PRESSURE IS ASSUMED TO AS 2,000 POUNDS PERZ LLL Q N
FILT SQUARE FOOT,IN ACCORDANCE NRH TABLE 8401.4.1,RCNYS, �M /a _ C2
13. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE USED FOR WALL AND OTHER A OUu-M
CHECK VALVE COMPONENTS OF THIS PROJECT SHALL BE 3,500 POUFS PER SQUARE INCH.CONCRETE t 0 � 1 V W W
R e-
SHALL BE AIR ENTRAINED,WITH TOTAL AIR CONTENT PPERCENT BY VOLUME OF CONCRETE) 'Ry �� Jay` m
MALL BE NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT IN ACCORDANCE WITH l1� J~
TABLE R402.2,RCNYS. i �� L� _ 2 �t ' r O
14. STEPS OR LADDERS SHALL BE PROVIDED AT EACH HND OF POOL PER CODE. �� - T '� a-
TO RETURNS 15. IF THE SLOPE FROM SHALLOW END TO DEEP END IS MORE THAN 1:7,A SAFETY ROPE SHALL '
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BE PROVIDED WHEN REQUIRED.
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NOT TO SCALE
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