Plans SPECIFICATIONS: OTTEN +ASSOCIATES
BONDING — Pool fixtures, piping systems, reinforcing steel, conduit and other a LANDSCAPE ARCHITECTURE
p p g y g ppurtences to the pool shall be bonded and
conform to all provisions as set forth in the National Electric Code ART .680 Swimming Pool for 1987 N.B.F.U. No. 70. By 3933 South Kelly Avenue,Suite B
Owner. Portland,OR,97239 6
(503)972-0311 s
GROUND FAULT INTERRUPTER — A ground—fault interrupter shall be provided on all branch circuits involved in lighting or www.ottenla.com
receptacle outlets in accordance with the National Electric Code. By Owner.
All electrical work is to be performed by a licensed electrical contractor and is not the responsibility of the Pool
Contractor. All electrical work is to be installed per state and local codes. By Owner.
PIPING — All piping shall be PVC schedule 40 and is to be NFS approved.
HEATING SYSTEM — Heating systems to be equipped with 18" CPVP on both sides of heater, plus two high temperature
ASME relief valves at 50 psi plumbed to within 6" of the floor. Z
OTHER WORK BY OWNER — Fresh water supply to equipment room with proper backflow prevention device in place, ground
— fault interrupters, venting for boilers, sewer line for backwash, fencing and decking. w
DECKING — To be concrete with trowel and light broom finish, sloping minimum 2& from coping to drains. By Owner. Q�
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WATER REMOVAL — The pool is designed to have water in it at all times. Removal of water for pool repair or cleaning V)rn
shall occur when the ground water table is below the bottom of the pool. �/j o z
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SIGNS - State health signs are to be posted at the entrance to the pool. O a Uj
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REGULATIONS — Operating instructions are to be furnished to the owner by the Pool Contractor, and the Owner must
follow all City, County and State codes and laws governing the use and operation of the pool. j F-
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6" CERAMIC F.P. TILE
BAJA LEDGE COPING WATER LEVEL
MASTIC JOINTto
2, % SLOPE 1'-3" 3» W
2% SLOPE
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R1'-0" 8,_0» 1 INTERIOR FINISH AUTO COVER U > J
WHITE PLASTER
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R1'-0" t°
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3-011 E
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R3'-0" w J� O
FINAL FLOOR SLOPE TO BE 0) O
DETERMINED IN THE FIELD, _ a.
NOT TO EXCEED 3:1 (33%)
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2" HYDRO—STATIC «, Q Z
RELIEF VALVE : : : . Q N 0
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19'-0" 5'-0'
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DATE
24'—0" 06/01/2022
SCALE ROJ. NO.
AS SHOWN
LONGITUDINAL POOL SECTION DRHWN CN
SCALE: 1/4"=V-0" SHEET NO
L1 . 1