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' �.� <br /> �. �s{� <br /> � �esigrier Poals �:�j4 <br /> �; <br /> � <br /> „�. HV Vll$£EN INC. '= <br /> Poa�s � sPns ` <br /> _ � t. ,'a{'� <br /> ' . ....... � ,L%, .. ,., . <br /> Concrete Construction � Residential • CpmmerCial '�,:,R <br /> ,. f ,, <br /> ' 16 5b Welcome Avenue S.E. � P.p. Box 504 • Prior Lake, Minnesota 55372 s 44�-60$4 '`�''i <br /> ; ; <br /> ;�;�i''. <br /> .,��, <br /> ,,:; <br /> ',,y: <br /> , ,�. <br /> SPECIFICATION for T�-t�?�ir.Fi�sid�n�.v-..,• Swii�uu.iii�_.�L,�,t � ''�f' <br /> •,,. <br /> ";; <br /> 1 . SCOPE OF WO�K The work will include ail labor, mater;al, and equipment to �',�r;� <br /> complete pool in accordance with the attached proposal dateci . 3_21._���----� , '�`' <br /> :�,, <br /> -;�; <br /> 2, I7IMENSION ANp D�S1GN Pools and deckwork will be per "Designer PooEs by � <br /> Vossen Inc." standard design as noted in the attached proposal. Site soil bearing � '`+ <br /> conditions assumed adequate for pool. <br /> 3. EXCAVATlON Excavation will be accomplished as required using proper ,.;�',; <br /> equipment and experienced personel. <br /> This propQsal is based upon normal excavation conditions. Normal excavation fs <br /> defined as any �xcavation that can be rei7�oved from its nHtural bed by a back hoe or <br /> ' �qual, aperated in a normal ���a�lner, Ef durirl� th� excavation �peration, hardpan, <br /> rock or other material which requies drilling and!or b(asting, or special excavation <br /> equipment ar earth caving �r water seepage is uncovered and/or any unusual <br /> situation is found to exist where ac�ditiona4 excavation time is required, Contractor <br /> tias the right to charye Owners at! cost of excavation. <br /> ,•; <br /> „ <br /> 4. PNU�MATIC CONCR�TE SHELL Pool shell will bA placed, in�of3r a�po��+b10 in ',;;;i <br /> one monolitkiic ca�tinc�of ooncrete. Construction joints, if required will be ►1�ade witli ` <br /> reinforcing steel passing through joint and joint will be brushed �nd slushed with �'`�, <br /> concrete prior to construction on pool shell placerT�tnt. <br /> Concrete will be placed with the proper equipment desiyr�ed for th�s type of work and <br /> will be operated and supervised by personel experienced in tlie use of such <br /> equipment <br /> Concrete will be 4000 P.S.I, strength at 28 day test, {8) bay buckshot pumping mix. <br /> Walls: $ " Thick Floors: —..�_. " Thick <br /> 5. REINFORCING STEEL Reinforcing steel wili be st8nc�ard sizes and will be new <br /> �nd free af rust, riirt, oil, or �aint. Pl�cement wi{I be es !ollows: <br /> Wall:�; a .�..�,� , �. 12 _ _ " O C. Vertical <br /> # —4--- , -1 �--- �� O,C. HOri[Or�t21 <br /> �loor; � .�._9�__,_._. , ---�2,..�.._ „ O,C. Each Way <br /> Paqe t ot 2 <br /> LJd F.S= T 0 �3�3-9 T -.�.!�!lJ <br />