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2001 - P03723 - pool in ground
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Willow Drive North
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0900 Willow Dr N - 27-118-23-33-0020
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2001 - P03723 - pool in ground
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Last modified
8/22/2023 4:21:00 PM
Creation date
2/11/2020 2:20:14 PM
Metadata
Fields
Template:
x Address Old
House Number
900
Street Name
Willow
Street Type
Drive
Street Direction
North
Address
900 Willow Drive North
Document Type
Permits/Inspections
PIN
2711823330020
Supplemental fields
ProcessedPID
Updated
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POOL KIT MATERIAL LIST <br /> a I <br /> ADJUSTABLE w a <br /> A-FRAME RECTANGULAR 18 x 36 zw -I a 0 <br /> FILLER I+• ¢ Y OZ <br /> w <br /> a J Q Z MI J J J J cc a: w Q U a <br /> RECTANGLE ¢ zaazzzzzz cw Ja • o <br /> U < ° < < Q Q < < M J Cr- J ¢0 0 <br /> cn a w Z a a a a_ a a 0 - O U I- <br /> p Z • j Z Z Z Z Z Z z Q m y = <br /> SPACER < - I—< < < < < < i_ 07CC <br /> RADIUS / atn ¢ aaaaaau. wa ¢ ma ¢ z <br /> FILLER SIZE COCoroio4.1 'vCIN ;- aQ ¢ C7z ¢ ra7 <br /> 6° MIN. . 12 !2 2 12 4 4 1 1 1 1 <br /> 18x36 9 <br /> CONCRET P.S.I. 18 x 36 w/ctr.stairs 7 I 2 2 2 I 12 4 4 I I I I <br /> FOOTING TYPICAL CORNER 18 x 36 w/side stairs 7 I 2 I 2 3 13 4 4 I I I I <br /> FOOTING _ - <br /> iii <br /> NOTES <br /> m'�' 1.POOL IS DESIGNED FOR USE BELOW GRADE AND <br /> `. �_ ,r 4',7; E THE GROUND WATER <br /> ONLY IN AREAS TABLE IS A MIN.OF 4R6"BELOW THE PROPOSED <br /> ` sr- <br /> ` FINISHED GRADE. <br /> E— 1 <br /> 8 2.BACKFILL WITH CLEAN EARTH,FREE OF ROOTS <br /> AND DEBRIS.DO NOT ALLOW THE HEIGHT OF <br /> 2 61 OVERDIG — STEP — BACKFILL TO EXCEED THE HEIGHT OF THE <br /> 6 —' UNIT 2 WATER IN THE POOL BY MORE THAN 6',NOR <br /> —� WATER TO EXCEED BACKFILL BY MORE THAN 6'. <br /> 4 83. POUR 2500 P.S.I.CONCRETE FOOTING AROUND <br /> 8 8 8 ENTIRE PERIMETER,MIN.6'DEER. <br /> _ T j T j T - 4.3'WIDE CONCRETE DECK IS TO BE POURED AT <br /> l 1 I LEAST 3'THICKNESS AND A SLOPE OF 1/4'TO 1' <br /> I AWAY FROM THE POOL <br /> 5 410a I 5 5.ALL INSIDE POOL DIMENSIONS ARE TO BE <br /> FINISHED DIMENSIONS. <br /> 8 I 8 6.FINISHED BOTTOM IS TO BE 2"MIN.OF <br /> F- I j I SUITABLE MATERIAL OR UNDISTURBED EARTH. <br /> 7.A SAFETY LINE,WITH BUOYS,IS TO BE PER- <br /> 8, I$'0" I --I 8' MANENTLY ATTACHED 1'0"TO THE SHALLOW <br /> LSIDE OF THE POINT OF FIRST SLOPE CHANGE. <br /> PANEL <br /> ' 2 10'0" I 2 STEP 8.COPING:COPING LENGTHS ARE APPROXIMATE. <br /> PTITIOON I -� UNIT CUTS MAY BE NEEDED ON STRAIGHT SECTIONS <br /> OPI I I I FOR PROPER FIT.RADIUS CORNERS ARE 2'x 2'. <br /> 9.CONSTRUCTION DRAWINGS:THESE DRAWINGS <br /> -- <br /> I- 8 <br /> AND NOTES ARE FOR ILLUSTRATIVE PURPOSES <br /> $ ONLY.DIFFERENT METHODS AND PRECAUTIONS <br /> MAY BE DICTATED BY VARIOUS GROUND CONDI- <br /> TIONS.THIS IS TO BE DETERMINED BY AND IS <br /> 5 41011 I 5 WHO S NOT ANTHE IAGENTLITY FOFT EO MAN FACTURER <br /> NTRACTOR, <br /> --- <br /> 3 <br /> I - OF THE ROYAL POOL <br /> 1 1 1 10.INSTALLATION IS TO BE DONE IN ACCORDANCE <br /> 4 8 8 8 $ I2 12 $ WITH ALL FEDERAL STATE,AND LOCAL <br /> Fe I <br /> 36'0" T _ GES ED STANDARBUILDING DS.AS WELL AS N.S.P.I.SUG• <br /> 4 I 8— 4-RADIUS CORNERS 8 NSPI DIVING POOL <br /> I . <br /> REFER TO CURRENT N.S.P.I.PUBLICATIONS <br /> 3'4" 5 -12 SECTIONS TO DETERMINE TYPE 8 LOCATION OF <br /> 1 4-8�SECTIO NS DIVING EQUIPMENT ALLOWED. <br /> I FOR TIMOREL INFORMATION CONSULT <br /> 7110°1 \ ."----- <br /> g' <br /> 6-1- <br /> 6 NA21O1N EISENHOWER AVENTUE TE <br /> ° MINIMUM 12 ' 12 8 ' ALEXANDRIA.VA 223'4 <br /> PREPARED BOTTOM TELND3I ,VA23 <br /> r COPING LAYOUT mu <br /> sL <br /> 18x36 RECTANGLE . • <br /> 4'O" ' u ' n _ I2'6" —� DATE SCALE DRAWN BY w C <br /> �+ « 6 0 -+�--- 13 6 PROVED <br /> _,, - 1 I 1 186 NONE �: IAP BY <br /> C <br />
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