|
141706
<br />SOUTH SAN JOAQUIN IRRIGATION DISTRICT
<br />CONSTRUCTION NOTES
<br />The following apply to all work within South San Joaquin
<br />Irrigation District right-of-way or easements and all work on
<br />South San Joaquin Irrigation District irrigation lines:
<br />1- South San Joaquin Irrigation District shall be contacted at
<br />least 48 hours prior to commencement of work on or near
<br />irrigation lines. Construction on or near irrigation lines
<br />must be accomplished between October 15 and February 15 of
<br />any year. Between the time of February 15 and October 15
<br />irrigation lines will be used for irrigation purposes only
<br />and as such, unless special arrangements are made with the
<br />District, construction will not be allowed. For all
<br />construction work involving pipelines used to convey
<br />stormwater, the contractor shall complete all such
<br />construction in a timely and diligent manner without
<br />restricting the normal flow of water within the line.
<br />Z- Used materials, rejects, misfits, or seconds, etc. are not
<br />acceptable for use on District facilities.
<br />3- Waterstop RX or equivalent shall be used at all cold joints.
<br />A 6" thick by 8" long concrete overlap will be required at
<br />all cold joints occurring during the placement of the cast -
<br />in -place pipe used for irrigation lines. (Cold joints
<br />include fresh concrete which has been allowed to set for
<br />more than 30 minutes).
<br />4- All irrigation boxes shall be formed inside and out and
<br />concrete vibrated sufficiently to provide for smooth
<br />surfaced walls without voids and honeycombs.
<br />5- South San Joaquin Irrigation District shall inspect all work
<br />phases on irrigation facilities for conformance to District
<br />specifications. Reinforcing shall not be encased in
<br />concrete without prior District inspection. Likewise,
<br />concrete shall not be covered with earth prior to District
<br />inspection.
<br />(o- District shall be provided with name, address, and phone
<br />number of contractors, subcontractors, etc. responsible for
<br />work being performed on District facilities. Also, provide
<br />name and number of contact person responsible for overseeing
<br />all phases of construction.
<br />-7- The contractor hereby agrees to make, at his own expense,
<br />all repairs or replacements necessitated by defects in
<br />materials or workmanship, supplied for District facilities,
<br />and pay for any damage to other works resulting for such
<br />defects which become evident within 1 year after the date of
<br />final acceptance of work. The contractor further agrees to
<br />hold the District harmless from liability of any kind
<br />arising from damage due to said defects. The contractor
<br />shall make all repairs and replacements promptly upon
<br />written order from the District.
<br />B- The contractor will be responsible for the repairs of all
<br />pipeline cracks which develop during construction of
<br />improvements affecting the pipeline.
<br />9- The contractor shall not leave District pipeline projects
<br />incomplete for more than two weeks. When conditions
<br />require, contractor shall provide a temporary diversion
<br />ditch to provide for irrigation water delivery or stormwater
<br />removal.
<br />10- WATERSTOP R/X: Waterstop R/X shall be installed in
<br />accordance with installation instructions recommended by the
<br />manufacturer. Waterstop R/X shall be held snugly in-place
<br />with plastic or metal netting or other non -biodegradable
<br />material of similar construction. A sample of the netting
<br />material proposed to be used shall be submitted with written
<br />application to the South San Joaquin Irrigation District for
<br />its approval a minimum of one week prior to installation.
<br />No substitutions of netting material will be permitted
<br />without the advance written approval of the District's
<br />Engineering Department Head.
<br />1/- USE OF PUBLIC UTILITY EASEMENTS: South San Joaquin
<br />Irrigation District has been granted an exclusive easement
<br />for its use and disposition. The Public Utility Easement
<br />(PUE) may be permitted to overlap the South San Joaquin
<br />Irrigation District easement either above or below ground
<br />where written permission of South San Joaquin Irrigation
<br />District is obtained prior to construction and after written
<br />application. Furthermore, transformers, panel boxes, meter
<br />installations, pull boxes, and other utility company
<br />facilities of the PUE or any other which, in anyway, are
<br />perceived by South San Joaquin Irrigation District as
<br />obstructing its easy access and/or making its easements or
<br />systems maintainability, repair, and replacement more
<br />complex and costly are prohibited.
<br />/2- TIME LIMITS FOR DEVELOPMENT PLANS: South San Joaquin
<br />Irrigation District has adopted "Time Limits" limiting the
<br />period of its approval should the Landowner/Developer fail
<br />to substantially complete his development project in a
<br />timely manner and as per Approved Development Plans. These
<br />"Time Limits" adopted by South San Joaquin Irrigation
<br />District are in most cases equal to those utilized by the
<br />governmental agency or institution responsible for
<br />development approvals. Should the "Time Limit" be exceeded,
<br />South San Joaquin Irrigation District reserves the right to
<br />then apply any of its current development standards and
<br />requirements.
<br />13- Contractor shall pump South San Joaquin Irrigation District
<br />pipeline dry prior to excavation underneath it.
<br />20" MIN.
<br />10" —•
<br />Ir 'I v B' MIN. ALL. AROUND
<br />° v
<br />° CONCRETE:
<br />° • 3000 P,S.I.
<br />VIBRATE DARING
<br />PLACEMENT
<br />CAST—IN—PLACE
<br />CONCRETE PIPE
<br />,, • , a FLUSHANDFSMOOTH 0 BE
<br />_ 47 "A• BARS - OVERLAP I2"
<br />WELD ALL JOINTS TO "K, BARS
<br />' 21GIEpI NNgg_ pp ooUU��
<br />UNLESS ESPE AE8LOTHERWISE
<br />20"
<br />MIN. —
<br />F W1 }�EAMN�1y�TRHE
<br />Sal
<br />I.L.
<br />�SCRIPTON
<br />WATERPtFX OR EOUIV.
<br />2 - 14
<br />N
<br />Z
<br />30• PIPE 36" PIPE 42" PIPE
<br />"B•
<br />N4
<br />43' DIA 50" DIA. 5r DIA.
<br />I
<br />9 EA. 10 EA. 12 EA.
<br />NOTE:
<br />ALL
<br />'B' BARS TO BE EVENLY SPACED OVER HOOPS
<br />LW
<br />I
<br />>
<br />�
<br />¢I
<br />J
<br />1
<br />a
<br />P.vCT
<br />M
<br />c�
<br />•e
<br />E
<br />i
<br />O
<br />I
<br />0,
<br />Z
<br />I
<br />I
<br />I
<br />Cl)
<br />e
<br />I
<br />I
<br />I
<br />I
<br />•
<br />4•
<br />I
<br />• 41O.C.
<br />EA )---°
<br />WH WAY
<br />EACH
<br />. .
<br />V
<br />2" CLEAR
<br />I
<br />•.
<br />W#$RCo�CoNNCC ��77�� p�,e,CE
<br />APPRSVABLE OF 5,50 O LY
<br />20" MIN.
<br />10" —•
<br />Ir 'I v B' MIN. ALL. AROUND
<br />° v
<br />° CONCRETE:
<br />° • 3000 P,S.I.
<br />VIBRATE DARING
<br />PLACEMENT
<br />CAST—IN—PLACE
<br />CONCRETE PIPE
<br />,, • , a FLUSHANDFSMOOTH 0 BE
<br />_ 47 "A• BARS - OVERLAP I2"
<br />WELD ALL JOINTS TO "K, BARS
<br />' 21GIEpI NNgg_ pp ooUU��
<br />UNLESS ESPE AE8LOTHERWISE
<br />I RAY HELLSTROM 1 7-22-92 CONCRETE COLLAR FOR
<br />LARGE DIAMETER PIPE
<br />DRAWN BY: SOUTH SAN JOAQUIN
<br />CHECKED BY:
<br />SCALE: NONE IRRIGATION DISTRICT
<br />DETAIL I
<br />6
<br />I
<br />COLD JOINT WITH APPROVED
<br />WATERSTOP (OMIT WHEN
<br />POURED MONOLITHIC)
<br />18" MINIMUM
<br />LAP (TYP)
<br />STANDARD NO. 2.02
<br />HORIZONTAL
<br />REINFORCING
<br />I
<br />Q I ,
<br />I I
<br />. I d
<br />A I I
<br />• 8" CONCRETE WALLS REINFORCING TO
<br />4 I
<br />8E CENTERED IN WALL
<br />VERTICAL
<br />° REINFORCING
<br />I • y \�
<br />I
<br />I
<br />I
<br />I
<br />REINFORCING
<br />BAR SCHEDULE
<br />JIA
<br />Sal
<br />I.L.
<br />�SCRIPTON
<br />•A"
<br />2 - 14
<br />N
<br />Z
<br />30• PIPE 36" PIPE 42" PIPE
<br />"B•
<br />N4
<br />43' DIA 50" DIA. 5r DIA.
<br />I
<br />9 EA. 10 EA. 12 EA.
<br />NOTE:
<br />ALL
<br />'B' BARS TO BE EVENLY SPACED OVER HOOPS
<br />I RAY HELLSTROM 1 7-22-92 CONCRETE COLLAR FOR
<br />LARGE DIAMETER PIPE
<br />DRAWN BY: SOUTH SAN JOAQUIN
<br />CHECKED BY:
<br />SCALE: NONE IRRIGATION DISTRICT
<br />DETAIL I
<br />6
<br />I
<br />COLD JOINT WITH APPROVED
<br />WATERSTOP (OMIT WHEN
<br />POURED MONOLITHIC)
<br />18" MINIMUM
<br />LAP (TYP)
<br />STANDARD NO. 2.02
<br />HORIZONTAL
<br />REINFORCING
<br />I
<br />Q I ,
<br />I I
<br />. I d
<br />A I I
<br />• 8" CONCRETE WALLS REINFORCING TO
<br />4 I
<br />8E CENTERED IN WALL
<br />VERTICAL
<br />° REINFORCING
<br />I • y \�
<br />I
<br />I
<br />I
<br />I
<br />3" CLEAR ' 1 -1 •'
<br />i
<br />TYPICAL REINFORCING
<br />•
<br />\r 4 AT 10" O.C. /
<br />/ .EACH WAY
<br />�- HORIZONTAL REINFORCING
<br />AT CENTER OF WALL -
<br />— DETAIL *MOVO r
<br />ALL STRUCTURES
<br />•SOUTH SAN,-JOAQUIN.
<br />IRRIGATION DISTRICT sTAkNDAF
<br />DETAIL 4
<br />6
<br />•
<br />I
<br />I
<br />rt
<br />1
<br />I.L.
<br />°
<br />I
<br />I
<br />0
<br />N
<br />Z
<br />..
<br />J
<br />I
<br />Q
<br />U
<br />I
<br />NO.
<br />•A
<br />i
<br />,
<br />LW
<br />I
<br />>
<br />�
<br />¢I
<br />J
<br />1
<br />a
<br />w
<br />M
<br />c�
<br />•e
<br />i
<br />O
<br />I
<br />0,
<br />Z
<br />I
<br />I
<br />I
<br />Cl)
<br />e
<br />I
<br />I
<br />I
<br />I
<br />•
<br />4•
<br />I
<br />• 41O.C.
<br />WH WAY
<br />EACH
<br />°
<br />2" CLEAR
<br />I
<br />3" CLEAR ' 1 -1 •'
<br />i
<br />TYPICAL REINFORCING
<br />•
<br />\r 4 AT 10" O.C. /
<br />/ .EACH WAY
<br />�- HORIZONTAL REINFORCING
<br />AT CENTER OF WALL -
<br />— DETAIL *MOVO r
<br />ALL STRUCTURES
<br />•SOUTH SAN,-JOAQUIN.
<br />IRRIGATION DISTRICT sTAkNDAF
<br />DETAIL 4
<br />6
<br />®mossoa����
<br />loom
<br />MINIM no
<br />s��osel��so�w�P
<br />lees
<br />BONDING OF CONCRETE SURFACES
<br />BEFORE DEPOSITING NEW CONCRETE ON OR AGAINST CONCRETE
<br />WHICH HAS SET ROUGHEN AND CLEAN EXISTING
<br />SURFACES OF t, OREIGN MATTER AND LOOSE
<br />PARTICLES. THIS LISHEO BY SCRATCHING WITH
<br />A STIFF BRISTLE BRUSH OR -BROOM WHILE THE NEW CONCRETE IS
<br />STILL SOFT OR BY SANDBLASTING OR BUSHH ER
<br />I49Tr_ -1
<br />f(.z> P,A * 6H&L1 E P�E6i�tt{1orJhKY
<br />mpp,q-F� jo "415-4fi PX Ir-VV11\t1oIJ
<br />tWl/,FJrf_- rAv11 aA+� AAt_ r;IJI?IWI
<br />I�15tPe; `lo .-M 0161-0' 't-- F#VIIXi
<br />IPU•- 3/011 �'�"° `I2u � '�P'I,1�IfioIJ—�
<br />OMIT
<br />IIK� 41001 pEtE 110"A_ 41V 5/8"+
<br />voWF_. 5:MJatY �rR�P �L1Nt�
<br />rH-ImFfr--•r— of N5-�-1
<br />WI�11F-2 GOWR-�s 4_" IIJ_"° EX•
<br />NEW 4Z "t (? 6 P -z, -p
<br />nm ,IN% (sem We,
<br />F;PF- Hsrr ANn Grr,�Lam)
<br />INCL IZ"�' AI�VE+I�
<br />Mr -OZ -1100 OF
<br />W 4r -P FtOW
<br />d -TP 14,40
<br />�i1F'UL I„� IN II,yll tp NoLF�, MAV 60?LUr r�- v�. -7l(a"
<br />INtc, PIA . 0I2F�-�INE W IIH uc-J
<br />HARDENED CONCRETE. AMM ING EXISTING -
<br />PRIOR TO PLACING NEW CONCRETE, THE EXISTING CONCRETEI,fIyl��','y r-,A.
<br />�
<br />SHOULD BE WASHED COMPLETELY CLEAN AND SURFACE DRIED �If tUHE I I I l"T-I GI r'1 IJVJ
<br />AND INSTALL WATERSTOP RX OR EQUIV.. PLACE FRESH
<br />CONCRETE BEFORE GROUT HAS ATTAINED ITS INITIAL SET.
<br />THE GROUT MIX SHOULD CONSIST OF IPART CEMENT rTi1- Irl f'
<br />AND 2 PARTS WELL GRADED, WASHED SAND AGGREGATE,
<br />W/+g1E� FI.orJ
<br />Ct7Plcn�l
<br />v0. REVISED I DATE EETYPICAL 0 EJNIING
<br />FORINFALOL STRUCTURES "'"°o "'
<br />RAWN BY: SOUTH SAN JOAQUIN "O"' AW
<br />•ECK ED BY:
<br />:ALE, NONE IRRIGATION DISTRICT STANDARD NO.
<br />TAIL
<br />DE 6
<br />a M M N. TOP ELEV.
<br />FLATTEN EHO,DRILL FOR -
<br />S.S.J.I.D. PADLOCK
<br />MAR WELDED AT 6" I
<br />LADED METAL
<br />WELDED AT 2'/2" C.C.
<br />METAL
<br />COVER SHALL BE WELDED A!40
<br />GALVANIZED PRIOR TO INSTALLATION
<br />6" X ''/," STEEL BANG WITH Ye
<br />HOLES TO ACCEPT LOCK B
<br />u
<br />" �• SMOOTH S.S. BAR WITH 1" EYE
<br />STEEL. BAR HOLES SHALL BE
<br />PLACED 6" BELOW TOP OF PIPE
<br />a
<br />--- ----
<br />16" TO 24"
<br />I.L.
<br />�
<br />0
<br />N
<br />Z
<br />..
<br />J
<br />T6R'71116WtB9
<br />Q
<br />U
<br />NO.
<br />p
<br />®mossoa����
<br />loom
<br />MINIM no
<br />s��osel��so�w�P
<br />lees
<br />BONDING OF CONCRETE SURFACES
<br />BEFORE DEPOSITING NEW CONCRETE ON OR AGAINST CONCRETE
<br />WHICH HAS SET ROUGHEN AND CLEAN EXISTING
<br />SURFACES OF t, OREIGN MATTER AND LOOSE
<br />PARTICLES. THIS LISHEO BY SCRATCHING WITH
<br />A STIFF BRISTLE BRUSH OR -BROOM WHILE THE NEW CONCRETE IS
<br />STILL SOFT OR BY SANDBLASTING OR BUSHH ER
<br />I49Tr_ -1
<br />f(.z> P,A * 6H&L1 E P�E6i�tt{1orJhKY
<br />mpp,q-F� jo "415-4fi PX Ir-VV11\t1oIJ
<br />tWl/,FJrf_- rAv11 aA+� AAt_ r;IJI?IWI
<br />I�15tPe; `lo .-M 0161-0' 't-- F#VIIXi
<br />IPU•- 3/011 �'�"° `I2u � '�P'I,1�IfioIJ—�
<br />OMIT
<br />IIK� 41001 pEtE 110"A_ 41V 5/8"+
<br />voWF_. 5:MJatY �rR�P �L1Nt�
<br />rH-ImFfr--•r— of N5-�-1
<br />WI�11F-2 GOWR-�s 4_" IIJ_"° EX•
<br />NEW 4Z "t (? 6 P -z, -p
<br />nm ,IN% (sem We,
<br />F;PF- Hsrr ANn Grr,�Lam)
<br />INCL IZ"�' AI�VE+I�
<br />Mr -OZ -1100 OF
<br />W 4r -P FtOW
<br />d -TP 14,40
<br />�i1F'UL I„� IN II,yll tp NoLF�, MAV 60?LUr r�- v�. -7l(a"
<br />INtc, PIA . 0I2F�-�INE W IIH uc-J
<br />HARDENED CONCRETE. AMM ING EXISTING -
<br />PRIOR TO PLACING NEW CONCRETE, THE EXISTING CONCRETEI,fIyl��','y r-,A.
<br />�
<br />SHOULD BE WASHED COMPLETELY CLEAN AND SURFACE DRIED �If tUHE I I I l"T-I GI r'1 IJVJ
<br />AND INSTALL WATERSTOP RX OR EQUIV.. PLACE FRESH
<br />CONCRETE BEFORE GROUT HAS ATTAINED ITS INITIAL SET.
<br />THE GROUT MIX SHOULD CONSIST OF IPART CEMENT rTi1- Irl f'
<br />AND 2 PARTS WELL GRADED, WASHED SAND AGGREGATE,
<br />W/+g1E� FI.orJ
<br />Ct7Plcn�l
<br />v0. REVISED I DATE EETYPICAL 0 EJNIING
<br />FORINFALOL STRUCTURES "'"°o "'
<br />RAWN BY: SOUTH SAN JOAQUIN "O"' AW
<br />•ECK ED BY:
<br />:ALE, NONE IRRIGATION DISTRICT STANDARD NO.
<br />TAIL
<br />DE 6
<br />a M M N. TOP ELEV.
<br />FLATTEN EHO,DRILL FOR -
<br />S.S.J.I.D. PADLOCK
<br />MAR WELDED AT 6" I
<br />LADED METAL
<br />WELDED AT 2'/2" C.C.
<br />METAL
<br />COVER SHALL BE WELDED A!40
<br />GALVANIZED PRIOR TO INSTALLATION
<br />6" X ''/," STEEL BANG WITH Ye
<br />HOLES TO ACCEPT LOCK B
<br />u
<br />" �• SMOOTH S.S. BAR WITH 1" EYE
<br />STEEL. BAR HOLES SHALL BE
<br />PLACED 6" BELOW TOP OF PIPE
<br />CONCRETE SHALL EXTEND -/
<br />PAST MIDPOINT OF
<br />PIPELINE ON BOTH SIDES
<br />INSIDE OF HOOKUP —
<br />MORTARED (PLASTERED)
<br />ACCESS AND
<br />AIR VENT
<br />SOUTH SAN JOAQUIN
<br />DETAIL
<br />N0, 4 REBAR AROUND JOINT
<br />42" DIA
<br />CONCRETE AS INDICATED
<br />CONMT WITH DISTRICT
<br />ENGINEER TO DETERMINE
<br />REQUIREMENTS FOR PIPE
<br />DIAMETERS LESS THAN 30"
<br />ANDARD NO,
<br />rll°�uN� -ro
<br />S,s, :lv ��6 IP�i 1o1I
<br />to
<br />DETAIL 3
<br />6
<br />WATERSTOP RX OR EQUAL
<br />1/Z' REBAR FOR BRACING
<br />AS REQUIRED
<br />PIPE TO BE ROUGHENED AND WASHED
<br />PRIOR TO PLACING WATERSTOP RX
<br />WX9'X6 GAUGE '
<br />WIRE MESH
<br />�- TIES TO REBAR
<br />USE STEEL FORM AND
<br />BRACES, INSIDE SMOOTH :':•
<br />TO CONFIGURATION OF 6• MIN. BELOW
<br />EXISTING PIPE
<br />:. ' • SPRING LINE
<br />J 6•
<br />EXISTING PIPE
<br />.TE RECO""P+OED FOR KPRW4 BY—.-
<br />TYPICAL
<br />Y
<br />TYPICAL PIPE LINE N
<br />VALVE PLUG "M6�
<br />SOUTH SAN JOAQUIN ozI
<br />IRRIGATION DISTRICT STANDARD NO. S33
<br />DETAIL r6��
<br />6
<br />FERROAS
<br />EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR
<br />N OF ELEVATIONS AND DIMENSIONS INDICATED ON PLANS NOR
<br />S OR OMISSIONS THAT MAY BE PRESENT, APPROVAL IS SUBJECT
<br />A SHOWN WHICH APPEARS TO BE IN CONFORMITY WITH S.S.J.I.D.
<br />NTS FOR PROTECTION 00� 0J6 ACILITIES.
<br />ONALLY APPROVED:
<br />DATE:
<br />r
<br />a
<br />--- ----
<br />16" TO 24"
<br />I.L.
<br />�
<br />0
<br />N
<br />Z
<br />C9
<br />J
<br />PI)
<br />Q
<br />U
<br />ZZ
<br />O �..
<br />LW
<br />>
<br />CONCRETE SHALL EXTEND -/
<br />PAST MIDPOINT OF
<br />PIPELINE ON BOTH SIDES
<br />INSIDE OF HOOKUP —
<br />MORTARED (PLASTERED)
<br />ACCESS AND
<br />AIR VENT
<br />SOUTH SAN JOAQUIN
<br />DETAIL
<br />N0, 4 REBAR AROUND JOINT
<br />42" DIA
<br />CONCRETE AS INDICATED
<br />CONMT WITH DISTRICT
<br />ENGINEER TO DETERMINE
<br />REQUIREMENTS FOR PIPE
<br />DIAMETERS LESS THAN 30"
<br />ANDARD NO,
<br />rll°�uN� -ro
<br />S,s, :lv ��6 IP�i 1o1I
<br />to
<br />DETAIL 3
<br />6
<br />WATERSTOP RX OR EQUAL
<br />1/Z' REBAR FOR BRACING
<br />AS REQUIRED
<br />PIPE TO BE ROUGHENED AND WASHED
<br />PRIOR TO PLACING WATERSTOP RX
<br />WX9'X6 GAUGE '
<br />WIRE MESH
<br />�- TIES TO REBAR
<br />USE STEEL FORM AND
<br />BRACES, INSIDE SMOOTH :':•
<br />TO CONFIGURATION OF 6• MIN. BELOW
<br />EXISTING PIPE
<br />:. ' • SPRING LINE
<br />J 6•
<br />EXISTING PIPE
<br />.TE RECO""P+OED FOR KPRW4 BY—.-
<br />TYPICAL
<br />Y
<br />TYPICAL PIPE LINE N
<br />VALVE PLUG "M6�
<br />SOUTH SAN JOAQUIN ozI
<br />IRRIGATION DISTRICT STANDARD NO. S33
<br />DETAIL r6��
<br />6
<br />FERROAS
<br />EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR
<br />N OF ELEVATIONS AND DIMENSIONS INDICATED ON PLANS NOR
<br />S OR OMISSIONS THAT MAY BE PRESENT, APPROVAL IS SUBJECT
<br />A SHOWN WHICH APPEARS TO BE IN CONFORMITY WITH S.S.J.I.D.
<br />NTS FOR PROTECTION 00� 0J6 ACILITIES.
<br />ONALLY APPROVED:
<br />DATE:
<br />r
<br />H
<br />6�B�A
<br />I.L.
<br />�
<br />0
<br />N
<br />Z
<br />O
<br />J
<br />a
<br />Q
<br />U
<br />ZZ
<br />O �..
<br />LW
<br />>
<br />a
<br />0
<br />J
<br />Z
<br />a
<br />M.
<br />M
<br />c�
<br />O
<br />0,
<br />Z
<br />V ♦
<br />Cl)
<br />H
<br />6�B�A
<br />I.L.
<br />0
<br />N
<br />Z
<br />O
<br />J
<br />a
<br />Q
<br />U
<br />ZZ
<br />O �..
<br />LW
<br />>
<br />a
<br />0
<br />J
<br />Z
<br />a
<br />M.
<br />M
<br />c�
<br />O
<br />0,
<br />Z
<br />V ♦
<br />Cl)
<br />
|