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g <br /> Desi ner Pools <br /> BY VOSSEN INC. , <br /> POOLS & SPAS <br /> Concrete Construction • Residential • Commercial <br /> + ,d ; 16950 Welcome Avenue S.E. • P.O. Box 504 • Prior Lake, Minnesota 55372 ,o 447-6084 <br /> y <br /> SPECIFICATION for Warner REsid n a <br /> ' <br /> SCOPE OF WORK The work will include all labor, material, and equipment to <br /> comolete pool in accordance with the attached proposal dated 9-12 .97 <br /> a <br /> i <br /> DIMENSION AND DESIGN Pools and deckwork will be per "Designer Pools by <br /> Vossen Inc." standard design as noted in the attachedproposal.; Site toil bearing <br /> conditions assumed adequate for pool. <br /> N +a? , <br /> II <br /> ,+ J" EXCAVATION Excavation will be accomplished as required using proper <br /> � - : equipment and experienced personel. l <br /> This proposal is based upon normal excavation conditions. Normal excavation is <br /> defined as any excavation that can be removed from its natural bed by a back hoe or <br /> equal, operated in a normal manner. If during the excavation operation, hardpan, <br /> rock or other material which requies drilling and/or blasting, or special excavation <br /> equipment or earth caving or water seepage is uncovered and/or any unusual <br /> situation is found to exist where additional excavation time is required, Co tractor <br /> has'the.rightto charge Owners all cost of excavation. <br /> 4. PNUEMATIC CONCRETE SHELL Pool shell will �e placed, insofar as possible in <br /> x+ one monolithic casting of concrete. Construction joints, if required will be,mede with <br /> ` . ! +' reinforcing steel passing through joint and joint will be brushed and slushed with <br /> �F � concrete prior to construction on pool shell placem nt. <br /> ,r , i� <br /> Concrete will be placed with the proper equipment designed for this type of ork and <br /> ' wi(l; be o p y personel experienced in the use . f such <br /> io � , r, rI,. operated and supervised b <br /> w 3� equiornent <br /> Concrete will be 4000 P.S.I. strength at 28 day test, (8) bag buckshot pump. ng mix., <br /> Walls: 8 " Thick Floors: + " Thick . <br /> fir,"°n�° <br /> 5, .t REINFORCING STEEL Reinforcing steel will be standard sizes and will ibe new <br /> and free of rust, dirt, oil, or paint. Placement will be as follows: <br /> Walls: # ��, 1� " O.C. Vertical p <br /> f <br /> I#�._, _ " O.C. Horizontal <br /> 12 <br /> Fioir• # ,. O.C. Each Way <br />