|
141706
<br />Reflector Sign -California Highway
<br />Code Type NR (24" x 24")
<br />3/8" golvinized 2
<br />bolts & washers at end
<br />I 1 • I
<br />(o
<br />Iri
<br />1
<br />Reflectors symmetrically iv
<br />placed 12' t O.C.
<br />6"x6" dense
<br />2"x8" select grade structural grade _
<br />Douglas Fir surfaced Redwood, treated a
<br />four sides. Hemlock or treated l N
<br />Douglas Fir surfaced
<br />12' Max.four sides.
<br />Evenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30" Size
<br />Center on Barricade. °T
<br />E INI D
<br />U) Sign -Calif
<br />Hwy Code W31
<br />END c30" x 30">
<br />CENTER REFLECTOR
<br />FOR TYPE if BARRICADE
<br />NOTES:
<br />1. Barricades to be as wide as street R/W
<br />2. Barricades to be painted white using 2
<br />coats of "Exterior Alkyd Resin Hi -Gloss
<br />Enamel" over a compatible primer.
<br />7
<br />n
<br />A.C.
<br />•qe apO ee°..e.or
<br />•oe°c oy°. ee.eee�
<br />A.B. a^e�'so8aeo°
<br />00°p0oa
<br />0°900
<br />.e°e•eaa°aoa°
<br />ae ° a
<br />Undisturbed
<br />basement soil
<br />Cul de Sac only
<br />BARRICADES FOR
<br />Dia. or Sq.
<br />6"
<br />Standard frame and
<br />cover assembly
<br />Survey monuments
<br />3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />SUR
<br />�L
<br />A
<br />5 8,. R Iq'
<br />- - •--
<br />N
<br />1/16" raised letters -�
<br />CoverFrame
<br />Lift I
<br />holes In
<br />J I Material: Cast iron
<br />I } N
<br />I N
<br />44�!`
<br />t
<br />1 1/2" 16" 1 /4"
<br />Diameter
<br />SECTION A -A
<br />SURVEY MONUMENT AND
<br />5 FRAME AND COVER ASSEMBLY DETAIL
<br />7/
<br />Top of curb
<br />Flowline of
<br />gutter -
<br />Expansion
<br />joint
<br />¢ "0 STEEL C1JUC. F/LLED PDST P/N/fERTON F,PgME 4' CRATE OR EQdAI.
<br />¢- PLACED SYMETR/CALIK 4 /0//A /OB
<br />o @ gGGREC47ER/METER
<br />�m
<br />Expansion o l0"/0' e/' av�ehed
<br />Joint N °'999afe 3
<br />rY/0.
<br />' I , • 4.
<br />Lip of gutter I -I i '.; ; •,
<br />`..-c..�' Catchbasin assembly to be set
<br />1" below flow line of gutter I I'GRADEb
<br />PLAN I I C. coNc. 'o SUBG�eAA
<br />IL �6 r
<br />6"
<br />VAivDAL
<br />Sidewalk 9 4" throat = SECURE /Q A1Z)AL NT
<br />�2" Min. o enin 24
<br />�- P 9 FRAME TO �+9t"
<br />1'•Ito
<br />N P/PE W/TH CONCRETE :'. HOLD bOWN
<br />REY,t/Fo ED
<br />"' CONCRE
<br />1/2 dia. n
<br />I
<br />P/PE
<br />bolt:irs:.Boss to hold,c o AT END OF L/NE
<br />grate in place E GRATE CATCNBAspv
<br />24" dia. cont. 12" dia.
<br />W/TN CONCRETE --1
<br />pipe (see note ruin. FLOW I L/NE FRom geARBY
<br />no. 5)S= .01 min. 25 1/2" �- 6i2 I ) ;: y:;`N IWfIEN
<br />CATCNBA /
<br />12 ' 4PPLICA6LE 1
<br />Boss
<br />:',•. ;•r. ,:•� , •:�,• „• 7 •:
<br />SECTION �\
<br />CONCRETE BASE
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coats of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frome.
<br />4. Grate shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24" pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />TYPE I
<br />CURB INLET CATCHBASIN DETAIL
<br />r
<br />N
<br />Sign -Calif
<br />Hwy
<br />tV Code Type
<br />NR
<br />(24" x 24")
<br />ST
<br />A
<br />I .
<br />. 4!'x4!' Redwood
<br />°
<br />MAIN
<br />or pressure
<br />treated
<br />Doug9las Fir
<br />post
<br />N or 2" 1. D.
<br />galv.
<br />pipe
<br />2'-0
<br />TYPE "B"
<br />2•-0.r
<br />Cul de Sac only
<br />BARRICADES FOR
<br />Dia. or Sq.
<br />6"
<br />Standard frame and
<br />cover assembly
<br />Survey monuments
<br />3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />SUR
<br />�L
<br />A
<br />5 8,. R Iq'
<br />- - •--
<br />N
<br />1/16" raised letters -�
<br />CoverFrame
<br />Lift I
<br />holes In
<br />J I Material: Cast iron
<br />I } N
<br />I N
<br />44�!`
<br />t
<br />1 1/2" 16" 1 /4"
<br />Diameter
<br />SECTION A -A
<br />SURVEY MONUMENT AND
<br />5 FRAME AND COVER ASSEMBLY DETAIL
<br />7/
<br />Top of curb
<br />Flowline of
<br />gutter -
<br />Expansion
<br />joint
<br />¢ "0 STEEL C1JUC. F/LLED PDST P/N/fERTON F,PgME 4' CRATE OR EQdAI.
<br />¢- PLACED SYMETR/CALIK 4 /0//A /OB
<br />o @ gGGREC47ER/METER
<br />�m
<br />Expansion o l0"/0' e/' av�ehed
<br />Joint N °'999afe 3
<br />rY/0.
<br />' I , • 4.
<br />Lip of gutter I -I i '.; ; •,
<br />`..-c..�' Catchbasin assembly to be set
<br />1" below flow line of gutter I I'GRADEb
<br />PLAN I I C. coNc. 'o SUBG�eAA
<br />IL �6 r
<br />6"
<br />VAivDAL
<br />Sidewalk 9 4" throat = SECURE /Q A1Z)AL NT
<br />�2" Min. o enin 24
<br />�- P 9 FRAME TO �+9t"
<br />1'•Ito
<br />N P/PE W/TH CONCRETE :'. HOLD bOWN
<br />REY,t/Fo ED
<br />"' CONCRE
<br />1/2 dia. n
<br />I
<br />P/PE
<br />bolt:irs:.Boss to hold,c o AT END OF L/NE
<br />grate in place E GRATE CATCNBAspv
<br />24" dia. cont. 12" dia.
<br />W/TN CONCRETE --1
<br />pipe (see note ruin. FLOW I L/NE FRom geARBY
<br />no. 5)S= .01 min. 25 1/2" �- 6i2 I ) ;: y:;`N IWfIEN
<br />CATCNBA /
<br />12 ' 4PPLICA6LE 1
<br />Boss
<br />:',•. ;•r. ,:•� , •:�,• „• 7 •:
<br />SECTION �\
<br />CONCRETE BASE
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coats of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frome.
<br />4. Grate shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24" pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />TYPE I
<br />CURB INLET CATCHBASIN DETAIL
<br />r
<br />N
<br />NOTES:
<br />2•, Typ
<br />Isroe«
<br />FITTINGS
<br />A
<br />ST
<br />A
<br />I .
<br />One street sign is required
<br />°
<br />MAIN
<br />10 INE
<br />2.
<br />at each intersection.
<br />Block
<br />00 E
<br />1'-6" 1
<br />1'-6" 1
<br />numbers are to be acquired
<br />2'-0
<br />45
<br />2•-0.r
<br />from the San Joaquin County
<br />4r -0.r
<br />T -0•r
<br />90
<br />Community Developement
<br />1/2" R (typ)
<br />a
<br />iv to \
<br />3.
<br />Department.
<br />See improvement plans for
<br />-0"
<br />to
<br />4'-0"
<br />location of traffic control
<br />TYPICAL STREET
<br />SIGN
<br />4.
<br />devices.
<br />The length of the street sign
<br />due
<br />4'-0"
<br />8 LINE
<br />varies to the length of
<br />22 1/2
<br />the street name.
<br />T-0
<br />3'-0" 1
<br />5.
<br />See Standard Drawing No. R-23
<br />T -O"
<br />2'-6'
<br />4'-6
<br />for proposed sidewalk
<br />90
<br />4'-0"
<br />3'-6"1
<br />sign locations.
<br />4'-0"
<br />TEE OUTLET
<br />6.
<br />Stop signs shall be 30" for
<br />5'-6"
<br />DEAD END
<br />urban areas and for internal
<br />3'-0"
<br />5'-6"
<br />4'-0"
<br />Subdivision eitreet5 i 3G" for rural
<br />ST
<br />areas, and for 6treets which
<br />MAIN 100 E
<br />Nw M,
<br />N•r�
<br />intersect County roadways, al5o ro
<br />�a
<br />be Preceded by a W 17 , 3(0"
<br />o
<br />a Stop Ahead' Sign with appropriate
<br />CrJ
<br />pavement marKinNe.
<br />T 0 P
<br />E
<br />Edge of pavement
<br />or back of dike
<br />N
<br />iT
<br />6' rural
<br />7' urban
<br />N
<br />Stop and street
<br />�\� 1 sign location
<br />2" I.D. galv.-
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />10" flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />6 1 STANDARD STREET SIGN DETAIL
<br />7
<br />3
<br />7
<br />1
<br />BEND
<br />TAIL = CATI
<br />NO SCALE
<br />• {•• }xT � � r .� �7 • � s � ��
<br />4 , t
<br />i.'zii r1f t�4.}vt.i�' t/fir �ty '•
<br />J45* Max.
<br />', •.w, mT...,
<br />m h . .
<br />.,. ., �:• : a .e
<br />III...I--- IFFF I --jl
<br />Min.
<br />TEE OUTLET DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />THRUST BLOCK DETAILS
<br />7
<br />un. Fort
<br />Nw+tada those eRh Thwe rod mss be Views
<br />« M animists to • DbeMN MO°e
<br />A . theme Twwen .i.«
<br />n n
<br />u u
<br />n
<br />u
<br />u
<br />C for
<br />r
<br />r
<br />N
<br />r
<br />2--r I
<br />END AND CORNER
<br />Not w"` thet l`""'". r
<br />"a"
<br />llan N peN .Rh ,»:,. d
<br />POST ASSEMBLY
<br />far (sense Ie.. 1hM e0• r -r la fobda N« then WNO
<br />M 3'-d' Is late frond ew
<br />l' -r ler late Wend«w
<br />P/L P/L
<br />Fabric on 6- or as spe<Xed
<br />outside o/ or shown on
<br />fence detail pens
<br />(See note below)
<br />.e r..aN.
<br />NOTE: Offset to be 2•-rl at monument locations ryrye... a -•-•r
<br />measured at it angles to R/W lines.
<br />Toper to °chiew offset to be of least 20' long.
<br />FENCE LOCATION
<br />--(5' -T-
<br />Typical Fabric Mounting Details
<br />Brae. Is N r.m.r.d N1N aM
<br />aMw I.ee.eem.shs ii
<br />e
<br />.My1MN y the
<br />u.a ethw.e
<br />er«y led . er,giee«
<br />Line pert
<br />Ihaes
<br />U.0 "ot, •r 1000' ma.. IetwvaN
<br />taeed and trvued a b°0, dir«lien.
<br />e.c.pt that this tasirp and tme inq
<br />sM1< W b,' Ku{tM laerie ie
<br />THRUST
<br />BLOCK DIMENSIONS
<br />e•
<br />N ppard) 1 .I.. wu. N•1
<br />qaoor �l
<br />Isroe«
<br />FITTINGS
<br />A
<br />B FITTINGS
<br />A
<br />B
<br />6 LINE
<br />per Fast
<br />10 INE
<br />Up thins a'
<br />2 1/2'
<br />22 1/2
<br />1'-6" 1
<br />1'-6" 1
<br />3'-0" 1
<br />2'-0
<br />45
<br />2•-0.r
<br />T - O"
<br />4r -0.r
<br />T -0•r
<br />90
<br />3'-0"
<br />2'-6"
<br />5'-6"
<br />4'-0
<br />TEE OUTLET
<br />-0"
<br />- "
<br />4'-0"
<br />4'-0"
<br />DEAD END
<br />3'-0"
<br />T-0"
<br />4'-0"
<br />4'-0"
<br />8 LINE
<br />12 LINE
<br />22 1/2
<br />2'-0" 1
<br />T-0
<br />3'-0" 1
<br />3'-0
<br />45
<br />T -O"
<br />2'-6'
<br />4'-6
<br />4'-0
<br />90
<br />4'-0"
<br />3'-6"1
<br />e•
<br />4'-0"
<br />TEE OUTLET
<br />3'-6"
<br />3'-0"
<br />5'-6"
<br />DEAD END
<br />T-6'
<br />3'-0"
<br />5'-6"
<br />4'-0"
<br />THRUST BLOCK DETAILS
<br />7
<br />un. Fort
<br />Nw+tada those eRh Thwe rod mss be Views
<br />« M animists to • DbeMN MO°e
<br />A . theme Twwen .i.«
<br />n n
<br />u u
<br />n
<br />u
<br />u
<br />C for
<br />r
<br />r
<br />N
<br />r
<br />2--r I
<br />END AND CORNER
<br />Not w"` thet l`""'". r
<br />"a"
<br />llan N peN .Rh ,»:,. d
<br />POST ASSEMBLY
<br />far (sense Ie.. 1hM e0• r -r la fobda N« then WNO
<br />M 3'-d' Is late frond ew
<br />l' -r ler late Wend«w
<br />P/L P/L
<br />Fabric on 6- or as spe<Xed
<br />outside o/ or shown on
<br />fence detail pens
<br />(See note below)
<br />.e r..aN.
<br />NOTE: Offset to be 2•-rl at monument locations ryrye... a -•-•r
<br />measured at it angles to R/W lines.
<br />Toper to °chiew offset to be of least 20' long.
<br />FENCE LOCATION
<br />--(5' -T-
<br />Typical Fabric Mounting Details
<br />Brae. Is N r.m.r.d N1N aM
<br />aMw I.ee.eem.shs ii
<br />e
<br />.My1MN y the
<br />u.a ethw.e
<br />er«y led . er,giee«
<br />Line pert
<br />Ihaes
<br />U.0 "ot, •r 1000' ma.. IetwvaN
<br />taeed and trvued a b°0, dir«lien.
<br />e.c.pt that this tasirp and tme inq
<br />sM1< W b,' Ku{tM laerie ie
<br />TYPICAL MEMBER DIMENSIONS See Notes
<br />GATE
<br />eM. .•rt
<br />e•
<br />N ppard) 1 .I.. wu. N•1
<br />qaoor �l
<br />Isroe«
<br />a.e.•» rw. w
<br />R^^d^el
<br />N•Ie•M•I M.•. wN
<br />"lim
<br />N. nr
<br />oM.
<br />I.D.
<br />per Fast
<br />TYPICAL MEMBER DIMENSIONS See Notes
<br />GATE
<br />ILN Feels
<br />[se. tNw a e..w "nis,
<br />Isroe«
<br />Fe a.
<br />R^^d^el
<br />wNN,t
<br />"lim
<br />wNth
<br />I.D.
<br />per Fast
<br />Up thins a'
<br />2 1/2'
<br />RsNN
<br />•'-r
<br />Rr
<br />Rsund
<br />I RW Famed
<br />R
<br />os,,r
<br />RM farmN
<br />.qN
<br />(xl)
<br />"
<br />r.•",.e
<br />Ool
<br />(ID)
<br />NI
<br />V
<br />rl
<br />U
<br />I n
<br />Z
<br />Qaa
<br />Up inn, r
<br />r
<br />7.56
<br />o« .
<br />T•„
<br />,M'•M•,M•MeM
<br />14.62
<br />02
<br />r
<br />.MJM
<br />••,M
<br />,In"Nw
<br />Ne
<br />Nw4•,M»,/
<br />e•
<br />28.55
<br />7r IM.
<br />vl
<br />r
<br />to
<br />aQ
<br />Aw N•
<br />Nw M,
<br />N•r�
<br />MD1ps:
<br />1. 1M abase law .Nae «amps. N past aM trots sasti as eldeh nW
<br />1. , wllh she sp«RltNlan•
<br />2. s«MM..I,eM M ten M.N. nwtl al« ewryly wth Me .l•.••901
<br />nnskimMls ane d1Mr Proneeas N His SpaaXkaYpns
<br />r -r M w w
<br />Q•➢
<br />3. Other .eclbm .NN aarnph' dll, this st'"It node hinint, and afMr
<br />N one sp«IOsellorw mer « u.e t M aepro al N ft r2.91o•er NOR
<br />e. 0pten. e.wai.ed .MI be MNann M .Fry an. priest ...•. «M da.a.b.e w ..:rr w .:+"...
<br />.dmen.ian..MM pa npNow
<br />eS. FNstia M.arenhhNen1/Mr Mr« iwF N uwe .• •.wwl M fryNwr
<br />Nan.
<br />4 CHAIN LINK FENCE DETAIL
<br />7
<br />Street R/W
<br />E . Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal 3
<br />Bottom of Ditch Christy 612 box,
<br />(if any) or equal meter
<br />box Meter
<br />1.
<br />2 N Angle
<br />Stop
<br />Service Line
<br />3/4" Min. Size
<br />Connection
<br />Adaptor 5/8" 0 x 36" Rebar with
<br />Corporation 2 hose clamps 12" apart
<br />Stop
<br />24" min conver below bottom
<br />Service Clamp of ditch (if any)
<br />(1' or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHM ) Polyethlene as manufactured by
<br />' Driscopipe" Orangeburg or approved equal with minimum
<br />pressure rating of 160 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation stop shall have corporation cock threads.
<br />5. Angle stop shall have swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insta-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter shall be Sensus Meter measurable in gallons.
<br />with attachment connector spuds
<br />10. Lockable corporation cock willprecede the meter and entire
<br />setup will be in the confines of the water box.
<br />11. Non metallic services shall have a No. 10 gouge solid, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />r WATER SERVICE DETAIL
<br />7/
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />No, 9729
<br />Yr. =t
<br />RDC 4J( 5679-278 SEPT /992
<br />RoG AJL
<br />GATE
<br />POST
<br />F.
<br />Cate
<br />R^^d^el
<br />wNN,t
<br />"lim
<br />wNth
<br />I.D.
<br />per Fast
<br />Up thins a'
<br />2 1/2'
<br />4.95
<br />•'-r
<br />sae„ .r
<br />4•
<br />10.79
<br />am
<br />os,,r
<br />6•
<br />It.62
<br />Vp
<br />I,w
<br />W
<br />o0- lens,Ir
<br />s-
<br />ts.97
<br />o
<br />2e aN
<br />Z
<br />Qaa
<br />Up inn, r
<br />r
<br />7.56
<br />o« .
<br />0.4
<br />Y
<br />14.62
<br />02
<br />ow. Ir
<br />C
<br />1647
<br />e•
<br />28.55
<br />7r IM.
<br />3. Other .eclbm .NN aarnph' dll, this st'"It node hinint, and afMr
<br />N one sp«IOsellorw mer « u.e t M aepro al N ft r2.91o•er NOR
<br />e. 0pten. e.wai.ed .MI be MNann M .Fry an. priest ...•. «M da.a.b.e w ..:rr w .:+"...
<br />.dmen.ian..MM pa npNow
<br />eS. FNstia M.arenhhNen1/Mr Mr« iwF N uwe .• •.wwl M fryNwr
<br />Nan.
<br />4 CHAIN LINK FENCE DETAIL
<br />7
<br />Street R/W
<br />E . Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal 3
<br />Bottom of Ditch Christy 612 box,
<br />(if any) or equal meter
<br />box Meter
<br />1.
<br />2 N Angle
<br />Stop
<br />Service Line
<br />3/4" Min. Size
<br />Connection
<br />Adaptor 5/8" 0 x 36" Rebar with
<br />Corporation 2 hose clamps 12" apart
<br />Stop
<br />24" min conver below bottom
<br />Service Clamp of ditch (if any)
<br />(1' or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHM ) Polyethlene as manufactured by
<br />' Driscopipe" Orangeburg or approved equal with minimum
<br />pressure rating of 160 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation stop shall have corporation cock threads.
<br />5. Angle stop shall have swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insta-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter shall be Sensus Meter measurable in gallons.
<br />with attachment connector spuds
<br />10. Lockable corporation cock willprecede the meter and entire
<br />setup will be in the confines of the water box.
<br />11. Non metallic services shall have a No. 10 gouge solid, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />r WATER SERVICE DETAIL
<br />7/
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />No, 9729
<br />Yr. =t
<br />RDC 4J( 5679-278 SEPT /992
<br />RoG AJL
<br />DATE
<br />SEPT. 1992
<br />DRAWN BY:
<br />R.D.C.
<br />CHECKED BY
<br />A.J.L.
<br />JOB NO.
<br />7_56 9-27B
<br />SHEET
<br />7
<br />OF B SHEETS
<br />G-4230
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<br />JOB NO.
<br />7_56 9-27B
<br />SHEET
<br />7
<br />OF B SHEETS
<br />G-4230
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