|
f
<br />000'•�. •ee •oo:. ee O•e•o' O•
<br />b" 6"
<br />1&Z Mil
<br />CosiPacf &7 /P "/oyeia -
<br />lo O r,v/if/Mtrrrr of
<br />r7e/ofive forgoxfion
<br />Cont oocf m 2'/0yers—
<br />fo--
<br />rPelets✓e
<br />4
<br />J
<br />TYPICAL TRENCH BACKFILL DETAIL
<br />NOTES
<br />r?e/afrYe CoAaPocfiorr al"Waferio/
<br />shs// he tested by Sfo{s of
<br />yO/fOrn�o, O�of of .Q.6/b L1/or,('S,
<br />O�v.aoro o{Hghx�eys, Tss{ ,Nelhod
<br />No C'o%fornix 2/6F
<br />Z. 4// t-Yirfiiag PvreweAf shall be
<br />,veal/' cu{ fo /life Prior• {e fianch
<br />aKca✓al/Orr.
<br />3. Na jelr4iry er 100'7'161ir9 shp// 6e
<br />oermry{ey w.fh if the Slreef
<br />ryhf of Wey
<br />-f # whe" s/rown 6y so,f eo,npe e:{ea
<br />and co.eraocfib/%ly, Ninety Per
<br />cent rrooy he
<br />used, w/fierr a,gwrored 6y the
<br />Oriecfor o{ �u6/c K/rfS
<br />A /
<br />n�
<br />Expansion Joint
<br />Exp;
<br />I B � L9td
<br />PLAN
<br />Cur b //7 /c
<br />NOTES
<br />I. STREET SIGNS SHALL BE COMPLETLY REFLECTORIZED
<br />ON AN ALUMINUM PLATE 0.125' THICK.
<br />2. STREET SIGNS SHALL BE A SINGLE PLATE AND
<br />DOUBLE FACED.
<br />MAINST 3. THE LEGEND OF STREET SIGNS SHALL BE WHITE
<br />ON A GREEN BACKGROUND.
<br />i36a'l�ffevs
<br />2"DIAM. EXTRA STRONG
<br />GALVANIZED STEELv
<br />PIPE
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />FRAME AND COVER ASSEMBLY
<br />Back of Curb
<br />Top of Curb
<br />A Flowfine of Cutter
<br />Expansion joint
<br />Too of Curb
<br />ip ofGulfer
<br />24'dia. Pipe
<br />SECTION A -A
<br />/Z"
<br />000
<br />' 1
<br />�- Grout
<br />Boss to hold
<br />Sfiio�oi-d �onc
<br />tt �
<br />o+•rdl rel ,4rserre.Gy
<br />'r;
<br />6'
<br />Slreef Sry
<br />;I:,
<br />Concrete Pipe
<br />c.>•cAbestn orsfalled ril ecisNnpreedweyln
<br />Class "B" Concrete for
<br />;w`
<br />r'.11
<br />�;
<br />.4 B 9° e Q sOe O
<br />o :.." ;..'I.
<br />base.
<br />•Oe • D °ee•
<br />,o• f'CC.
<br />pe•
<br />a `' o % � , •o:•
<br />o• --+I� e G . O° a o a ^O.
<br />•O
<br />_oma I
<br />000 ' •O°O.0 e0•e
<br />/'
<br />Surrey Moncvnerrf
<br />�oro.X90%rertf7ir wi{b
<br />/dinfif talion Monts"
<br />Gln disfvr b ed
<br />Basairienf .Sol/
<br />TYPICAL SECTION
<br />SURVEY MONUMENT
<br />FRAME AND COVER ASSEMBLY
<br />Back of Curb
<br />Top of Curb
<br />A Flowfine of Cutter
<br />Expansion joint
<br />Too of Curb
<br />ip ofGulfer
<br />24'dia. Pipe
<br />SECTION A -A
<br />APPROVED 19 APPROVED — % 19Z
<br />no.
<br />7 �
<br />S. J. COUNTY DI�CTOR OF PUBLIC WORKS
<br />euxno ox olero xo. l000x cu�lnelxr
<br />N
<br />000
<br />' 1
<br />�- Grout
<br />Boss to hold
<br />Grout Frame to
<br />2 min. from tubtrdde in new o4rdepmtnf u� ers
<br />'r;
<br />Grafe inp/ace.
<br />Slreef Sry
<br />;I:,
<br />Concrete Pipe
<br />c.>•cAbestn orsfalled ril ecisNnpreedweyln
<br />Class "B" Concrete for
<br />;w`
<br />r'.11
<br />�;
<br />24 dla. Pipe
<br />existing SNeete/tss than Z' min. w<fh fheyC
<br />epprovdofthe Director ofPublic/✓irks- f
<br />base.
<br />r.',
<br />NOTES
<br />(M/n.J
<br />-
<br />I I
<br />'
<br />J. Catch Basin Frameand
<br />�i
<br />Grate shal/be A-4208 as
<br />°
<br />r'.,t,.:;.•;:,:•.;ey;,,.;;,R::�
<br />I
<br />rnfgd. by PINJ<ERTOAI
<br />FOUNDRY,todi,Cah'farequal.
<br />spin. �::.� ..::°:'' ` -` •:
<br />.: _
<br />![
<br />2. This Sasin may only be
<br />S
<br />k
<br />used with the approval
<br />r
<br />a
<br />of the Director of Public Works.
<br />SECTION
<br />B -B
<br />3. Chain Grate to Frame.
<br />CATCH BASIN
<br />No. 2-A
<br />APPROVED 19 APPROVED — % 19Z
<br />no.
<br />7 �
<br />S. J. COUNTY DI�CTOR OF PUBLIC WORKS
<br />euxno ox olero xo. l000x cu�lnelxr
<br />STREET SIGN POST
<br />1 /�r•AvlNl f1CTA11
<br />Nota' JOL]
<br />Onw sfieef sryr s ee
<br />of Caeh imkrrscion
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />2=6'
<br />Soft Brush Fn;Bh
<br />Tiows/ R,v/'rh
<br />ze
<br />W.
<br />ase 'p •j • e..ai•: ,,.v} lr`':•��rr:� s.t'�; ;'-;
<br />i3 Oowe/lrbds
<br />spaces' /1" o. c.
<br />VERTICAL CURB a GUTTER
<br />COMMERCIAL a INDUSTRIAL STREETS
<br />PINV_ERTON A-
<br />6—Lt-F. COVER
<br />3"-4"-6" Precast Reinforced
<br />" y - — Concrete Grade Rings as
<br />y;
<br />required.
<br />r�i
<br />"n. 2-1$" Handling holes, 180
<br />deg. apart, to be plugged
<br />after instalZation.
<br />►.'': �_ - Precast Reinforced
<br />r Manhole Cone.
<br />Tongue and Groove Joints
<br />r:Ir for Mortar.
<br />h +�
<br />M. H. Pipe Sections
<br />f• �-
<br />?4 3o
<br />__MAIN loo
<br />TYPICAL STREET SIGN
<br />N
<br />--
<br />�- Grout
<br />Ca/6 "aIe
<br />•�
<br />Slreef Sry
<br />%,=•e'
<br />locvtra
<br />Class "B" Concrete for
<br />STREET SIGN POST
<br />1 /�r•AvlNl f1CTA11
<br />Nota' JOL]
<br />Onw sfieef sryr s ee
<br />of Caeh imkrrscion
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />2=6'
<br />Soft Brush Fn;Bh
<br />Tiows/ R,v/'rh
<br />ze
<br />W.
<br />ase 'p •j • e..ai•: ,,.v} lr`':•��rr:� s.t'�; ;'-;
<br />i3 Oowe/lrbds
<br />spaces' /1" o. c.
<br />VERTICAL CURB a GUTTER
<br />COMMERCIAL a INDUSTRIAL STREETS
<br />PINV_ERTON A-
<br />6—Lt-F. COVER
<br />3"-4"-6" Precast Reinforced
<br />" y - — Concrete Grade Rings as
<br />y;
<br />required.
<br />r�i
<br />"n. 2-1$" Handling holes, 180
<br />deg. apart, to be plugged
<br />after instalZation.
<br />►.'': �_ - Precast Reinforced
<br />r Manhole Cone.
<br />Tongue and Groove Joints
<br />r:Ir for Mortar.
<br />h +�
<br />M. H. Pipe Sections
<br />f• �-
<br />?4 3o
<br />__MAIN loo
<br />TYPICAL STREET SIGN
<br />%'Xi'x4' bars welded to Y4ex1"x5'
<br />bor +0F E bef+om oet iYa"ce"IL en
<br />ri'aIYOHiit of+6r febriea+ia.t-
<br />MANHOLE BAR SCREEN
<br />A
<br />4 Max.
<br />Typ, a/ each Pipe
<br />\ I # 5 Rebar
<br />L� Typical
<br />l�
<br />L--� A
<br />PLAN
<br />:iiQid/n. _I
<br />r
<br />NOTES
<br />1. Channel io be concrete, hand
<br />formed to match flowline of
<br />through pipe, then trowelled
<br />Smooth with no sharp edges.
<br />2. 4'sq. $ox good for pipe up
<br />to 4' die. , otl/erwise dlinens/on
<br />Shall be the same as largest'
<br />pipe.
<br />TYPICAL COMMERCIAL & INDUSTRIAL STREETS,
<br />sr
<br />60RIGHT OF WAY
<br />NOTE:
<br />THE FOLLOWING CROSS SECTION PERTAINS TO ALL STREETS IN THIS SUBDIVISION : 3o1 A.C.
<br />BASED ON R -VALUE OF 22 T.I.=8 g II11 A.S.B.
<br />42'
<br />841 RIGHT OF WAY
<br />42'
<br />Grout smooth a//edges ofpipe
<br />/ opening
<br />tandard Pre -cast
<br />oncrete Manhole
<br />m/r.
<br />/asS °B' concrete
<br />/%'rrfax aggregate
<br />s' min
<br />SECTION A -A
<br />NOTES
<br />/. The foundation shall be a min. of S for 44'0.D. pipe and sma/ler.
<br />2. for pipe larger than 44`0.0. the foundation shall extend .9 min. of
<br />8"beyond each side of the pipe.
<br />Precast Reinforced Concrete Manhole Unfits shall conform to A,S-7.14. C-478. SECTION A -A
<br />construct Pipe Joint at 4,Aeet maximum from base at Manhole.
<br />Prior approva? must be obtained before instaZ?ing more than 12" of grade rings.
<br />PRE—CAST MANHOLE FOR PIPES MANHOLE: INTERSECTION OF SADDLE TYPE MANHOLE FOR
<br />2411 DIAMETER ORa/fGER` PIPES LARGER THAN 24" DIA. PIPE LARGER THAN 2411 DIA.MEN
<br />revisions job no. 1693 SHEET
<br />description date by fel WONG ENGINEERS date FEB. 1978 CHEROKEE INDUSTRIAL PARK 7
<br />PLANNING • ENGINEERING SURVEYING scale NONE
<br />V srocKlON, CALIFORNIA drawn 0.R. K.
<br />A" AR.C.E. No. �4z64 design
<br />DETAIL SHEET of
<br />check FILE
<br />--
<br />�- Grout
<br />%,=•e'
<br />:
<br />Class "B" Concrete for
<br />base.
<br />�i
<br />°
<br />I
<br />-°c
<br />V.7r1 able
<br />-
<br />'
<br />.P.`w.:..�.
<br />Nares:
<br />SECTION
<br />B -B
<br />%'Xi'x4' bars welded to Y4ex1"x5'
<br />bor +0F E bef+om oet iYa"ce"IL en
<br />ri'aIYOHiit of+6r febriea+ia.t-
<br />MANHOLE BAR SCREEN
<br />A
<br />4 Max.
<br />Typ, a/ each Pipe
<br />\ I # 5 Rebar
<br />L� Typical
<br />l�
<br />L--� A
<br />PLAN
<br />:iiQid/n. _I
<br />r
<br />NOTES
<br />1. Channel io be concrete, hand
<br />formed to match flowline of
<br />through pipe, then trowelled
<br />Smooth with no sharp edges.
<br />2. 4'sq. $ox good for pipe up
<br />to 4' die. , otl/erwise dlinens/on
<br />Shall be the same as largest'
<br />pipe.
<br />TYPICAL COMMERCIAL & INDUSTRIAL STREETS,
<br />sr
<br />60RIGHT OF WAY
<br />NOTE:
<br />THE FOLLOWING CROSS SECTION PERTAINS TO ALL STREETS IN THIS SUBDIVISION : 3o1 A.C.
<br />BASED ON R -VALUE OF 22 T.I.=8 g II11 A.S.B.
<br />42'
<br />841 RIGHT OF WAY
<br />42'
<br />Grout smooth a//edges ofpipe
<br />/ opening
<br />tandard Pre -cast
<br />oncrete Manhole
<br />m/r.
<br />/asS °B' concrete
<br />/%'rrfax aggregate
<br />s' min
<br />SECTION A -A
<br />NOTES
<br />/. The foundation shall be a min. of S for 44'0.D. pipe and sma/ler.
<br />2. for pipe larger than 44`0.0. the foundation shall extend .9 min. of
<br />8"beyond each side of the pipe.
<br />Precast Reinforced Concrete Manhole Unfits shall conform to A,S-7.14. C-478. SECTION A -A
<br />construct Pipe Joint at 4,Aeet maximum from base at Manhole.
<br />Prior approva? must be obtained before instaZ?ing more than 12" of grade rings.
<br />PRE—CAST MANHOLE FOR PIPES MANHOLE: INTERSECTION OF SADDLE TYPE MANHOLE FOR
<br />2411 DIAMETER ORa/fGER` PIPES LARGER THAN 24" DIA. PIPE LARGER THAN 2411 DIA.MEN
<br />revisions job no. 1693 SHEET
<br />description date by fel WONG ENGINEERS date FEB. 1978 CHEROKEE INDUSTRIAL PARK 7
<br />PLANNING • ENGINEERING SURVEYING scale NONE
<br />V srocKlON, CALIFORNIA drawn 0.R. K.
<br />A" AR.C.E. No. �4z64 design
<br />DETAIL SHEET of
<br />check FILE
<br />
|