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<br />SECT 10 E)
<br />1 a. t Q, k I U N _
<br />V,Om Ovllx PLO# STJRt7t1+MF s CIS sa C IATYaL"tai� �7itr:I,Altslt P LAN
<br />SIZE ROC[ wiin vt" 1tYs8. $ob DON$, IY 210' OF '�C,l.,,tE 14 " =I:p'
<br />CONCRETE.. DIENISS'IMS''8$OULD! "i- .MAINTAI ,.
<br />As per S. Rimh4sd6on, Y.T. FOY 8131/61'
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<br />4 oheral Notes: 4
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<br />u:
<br />I.' n d'esi ned and ahal l b� sapstruct;e�l, ltl A=
<br />cordance with the Buing Code )3aqui aialllents Gonciaa'ts:,
<br />�t 1ACI 31.$ -171. a ".
<br />DCOT>E 1 ,'* `$R* 'FA.ih^ICiTID MJ U' L 0I•L TiAt WITS "PIL0*131'J$Y 701' 4 - . ,� E W
<br />..�.
<br />TI LAP 18 ACCRFTA8L3. qq�tt
<br />,. > I ' u s: cations a1, ConareteefQl rken ldings (ACTS e. ?$,•
<br />At qil "1tieNst!dson. Y.T. Foy, 8/31/81 -- — -- - -- - - - - --
<br />. r �.
<br />r shall calling, fabrication and eritt ion, of raini`e'za�'g"' bII/'ts ?.
<br />! 3., All>detailin .
<br />h the current ACl •alnual of 6tanda(1rd, l�ra�tfce
<br />:. for, {detailing - reinforced concrete atruatures (ACf•.315 -74�.
<br />I 4.> The' minimVm 28 day compressive strengLah of 'contr*te shall be '
<br />C T 0 h! A i.! t,, 34tl psi.
<br />{ - I�• D C.�'NC. � !^'�. ,ti W._ _G "�- �° L- , ; �.' i r � .� _ _�_ _ {' S.; All reinforcing shall be new trflhrt steel confor�.,=i� to
<br />/.NCI! r `� J�iN::r NINE ` 5 y'. A A6.1 for f r b e'4 min ;.
<br />j r.i E 14 I'. p„ - de d
<br />bars, grad 0 ifilm.
<br />r 6�:^' All�reinforei shall baac-ontin 11s. in walls o1raatsnga,or
<br />-- ° ._ s: ,, a.=_ -� -1 2 - O, •A `� W
<br />lapped 2 bar diameters. La s haU be s- a gered such that
<br />adjacent do not lap at the same locaxion noz shall bats
<br />I LAP be lapped in areas. of maximum moment. Corner bars, may lap at
<br />': ��,�/ I ,• '^ " '� --- -- , z';. <r the same location.
<br />7.,: A11'Welded wire fabric shall conflarm to A51M A185 and shall "
<br />;I,'�� ► ^`•F D I be lapped one full mesh plus two inches and wired at oidea And '
<br />ends.
<br />A
<br />1 excavations shall be free of ,all loose materiD1 and water
<br />-
<br />I { pIheoengineereshall be notified at'least 24 hours itl adua
<br />- - -- rnee
<br />T, C ra - -�; �^, . i9� g y
<br />' / 9•' of formin so that he ma! ins ct, the excavations
<br />� n
<br />a engineer shall be notified at. least 24 hours, in ad.vai ae
<br />f _ J L 3 { 3 4 q I� i w. 4 i of concrete placement so that he ,may' inspect Ehe. t ft�ora;ing.
<br />/ � w l2' u: '`j All foundation b9ckfil shall be compacted to 9'5'; 1 *ndard f
<br />Proctor l7ensity of 70% Relative Density as appltopble.
<br />".12r, Contractor and /or owner •shall :.verify dimensio 4n the field .
<br />3 "r and notify he engineerof any discrepancie0lor laprrectiot�
<br />or ver.ifieatioh prioi ZA commencing work in the a}fpcted area.
<br />3-
<br />g
<br />1 Contractor .and %or owite.r shall notify the engineer of any
<br />I _ o n
<br />possible *rrors or miasions -,prio
<br />to co struCCioh'of tbe''
<br />r:, 141 o 1N W F l9 __ `} _... affected work
<br />^ 1
<br />S '
<br />ydi; i 1'
<br />,� ,.:., -�,.,.. _•:: •.:J" _ _ � � � E '_ l !. ; J' ��,� _ '� ., ;� ` ARMSTRONG ENGINEER and ASSOCIATES, INC
<br />,
<br />t 1 ENGINEERING • SURVEYING .SOILS AND (:(WCRETE TESTING
<br />$61 ROOD AVENUE- GRANO JUNCTION, COLORADO 61 (303)345.3161
<br />AS NOTED OCCIDENT -AL OIL ',$.NALE, INC
<br />AS$ORTEO ,'SPILLWAY bETAIL$
<br />r
<br />.�" i tar ' J -:. : �•.� �� T + 'r✓� ;1' � " ;. � t ,'; � '
<br />T. M.
<br />:.
<br />.¢ , _ ]r�' .1!.1;1- t' ♦< \' "..7 - I„
<br />NOUN" ry. JOE NUMINW]
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<br />`--
<br />SECT 10 E)
<br />1 a. t Q, k I U N _
<br />V,Om Ovllx PLO# STJRt7t1+MF s CIS sa C IATYaL"tai� �7itr:I,Altslt P LAN
<br />SIZE ROC[ wiin vt" 1tYs8. $ob DON$, IY 210' OF '�C,l.,,tE 14 " =I:p'
<br />CONCRETE.. DIENISS'IMS''8$OULD! "i- .MAINTAI ,.
<br />As per S. Rimh4sd6on, Y.T. FOY 8131/61'
<br />p }.
<br />E l F. 1 - _
<br />1 r `
<br />x' 1
<br />, J
<br />4 ft7 c.
<br />-• of
<br />T
<br />f M . Poul t
<br />a
<br />• 1
<br />j} C
<br />q
<br />�. t2
<br />F_ R G Y r _
<br />•
<br />-
<br />g
<br />,
<br />,
<br />,
<br />4 oheral Notes: 4
<br />j
<br />J "
<br />0.,
<br />u:
<br />I.' n d'esi ned and ahal l b� sapstruct;e�l, ltl A=
<br />cordance with the Buing Code )3aqui aialllents Gonciaa'ts:,
<br />�t 1ACI 31.$ -171. a ".
<br />DCOT>E 1 ,'* `$R* 'FA.ih^ICiTID MJ U' L 0I•L TiAt WITS "PIL0*131'J$Y 701' 4 - . ,� E W
<br />..�.
<br />TI LAP 18 ACCRFTA8L3. qq�tt
<br />,. > I ' u s: cations a1, ConareteefQl rken ldings (ACTS e. ?$,•
<br />At qil "1tieNst!dson. Y.T. Foy, 8/31/81 -- — -- - -- - - - - --
<br />. r �.
<br />r shall calling, fabrication and eritt ion, of raini`e'za�'g"' bII/'ts ?.
<br />! 3., All>detailin .
<br />h the current ACl •alnual of 6tanda(1rd, l�ra�tfce
<br />:. for, {detailing - reinforced concrete atruatures (ACf•.315 -74�.
<br />I 4.> The' minimVm 28 day compressive strengLah of 'contr*te shall be '
<br />C T 0 h! A i.! t,, 34tl psi.
<br />{ - I�• D C.�'NC. � !^'�. ,ti W._ _G "�- �° L- , ; �.' i r � .� _ _�_ _ {' S.; All reinforcing shall be new trflhrt steel confor�.,=i� to
<br />/.NCI! r `� J�iN::r NINE ` 5 y'. A A6.1 for f r b e'4 min ;.
<br />j r.i E 14 I'. p„ - de d
<br />bars, grad 0 ifilm.
<br />r 6�:^' All�reinforei shall baac-ontin 11s. in walls o1raatsnga,or
<br />-- ° ._ s: ,, a.=_ -� -1 2 - O, •A `� W
<br />lapped 2 bar diameters. La s haU be s- a gered such that
<br />adjacent do not lap at the same locaxion noz shall bats
<br />I LAP be lapped in areas. of maximum moment. Corner bars, may lap at
<br />': ��,�/ I ,• '^ " '� --- -- , z';. <r the same location.
<br />7.,: A11'Welded wire fabric shall conflarm to A51M A185 and shall "
<br />;I,'�� ► ^`•F D I be lapped one full mesh plus two inches and wired at oidea And '
<br />ends.
<br />A
<br />1 excavations shall be free of ,all loose materiD1 and water
<br />-
<br />I { pIheoengineereshall be notified at'least 24 hours itl adua
<br />- - -- rnee
<br />T, C ra - -�; �^, . i9� g y
<br />' / 9•' of formin so that he ma! ins ct, the excavations
<br />� n
<br />a engineer shall be notified at. least 24 hours, in ad.vai ae
<br />f _ J L 3 { 3 4 q I� i w. 4 i of concrete placement so that he ,may' inspect Ehe. t ft�ora;ing.
<br />/ � w l2' u: '`j All foundation b9ckfil shall be compacted to 9'5'; 1 *ndard f
<br />Proctor l7ensity of 70% Relative Density as appltopble.
<br />".12r, Contractor and /or owner •shall :.verify dimensio 4n the field .
<br />3 "r and notify he engineerof any discrepancie0lor laprrectiot�
<br />or ver.ifieatioh prioi ZA commencing work in the a}fpcted area.
<br />3-
<br />g
<br />1 Contractor .and %or owite.r shall notify the engineer of any
<br />I _ o n
<br />possible *rrors or miasions -,prio
<br />to co struCCioh'of tbe''
<br />r:, 141 o 1N W F l9 __ `} _... affected work
<br />^ 1
<br />S '
<br />ydi; i 1'
<br />,� ,.:., -�,.,.. _•:: •.:J" _ _ � � � E '_ l !. ; J' ��,� _ '� ., ;� ` ARMSTRONG ENGINEER and ASSOCIATES, INC
<br />,
<br />t 1 ENGINEERING • SURVEYING .SOILS AND (:(WCRETE TESTING
<br />$61 ROOD AVENUE- GRANO JUNCTION, COLORADO 61 (303)345.3161
<br />AS NOTED OCCIDENT -AL OIL ',$.NALE, INC
<br />AS$ORTEO ,'SPILLWAY bETAIL$
<br />r
<br />.�" i tar ' J -:. : �•.� �� T + 'r✓� ;1' � " ;. � t ,'; � '
<br />T. M.
<br />:.
<br />.¢ , _ ]r�' .1!.1;1- t' ♦< \' "..7 - I„
<br />NOUN" ry. JOE NUMINW]
<br />8 0 I sa
<br />.,
<br />r , gk:
<br />F. '
<br />
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