|
ef I
<br />3'-0' 1 1/2" 10 1/2" R
<br />See Detail 1'-0" 2'-0"
<br />•A' 3/4" R
<br />4 1/2
<br />1 I/z" � r - r
<br />Detail 'A"
<br />\ _
<br />3"
<br />67 : _T 7 I(2"
<br />r.
<br />Depressed letter "W
<br />• " e • ., or S" (two inches
<br />high) in curb to
<br />Three- 5/B' x 24 tong steelpped identify service
<br />dowels, greased and wra6' locations
<br />one side through every
<br />expansion joint.
<br />TYPE "E•' BEVEL
<br />CURB & GUTTER
<br />7'-6"
<br />4'-6" min. 12" 2'-0"
<br />(sidewalk) _
<br />Broom finish I 1/2. 1
<br />Slope /4" per
<br />scared1' Line 4 1/2" 2"
<br />I
<br />i.t -. ' t' f : sl ---- 3..
<br />12•' zptional ,6' • Min.
<br />•)6
<br />Typ- subgrade
<br />Seven- 5/8" x 24" long steel Broom finish
<br />dowels, greased and wrapped XAt returns
<br />one side through every
<br />expansion joint -
<br />MONOLITHIC BEVEL
<br />Norex
<br />CURB, GUTTER & SIDEWALK
<br />1. Construct expansion joints ® 200' maximum and at returns, around
<br />poles, hydrants, other fixed objects in sidewalk, and driveways
<br />2Transverse weakened plane joints shall be constructed ® I0' maximum
<br />um
<br />intervals.
<br />3. Alll radirodis i are 3/4' unless otherwise noted.
<br />4. Curb, gutter dr sidewalks shall have a Fine broom finish.
<br />5. All curb return shall be type A curb and gutter.
<br />6. For subgrade "R' value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 907.. Subgrade material under
<br />curb gutter and sidewalk shall be compacted to 90% relative compaction
<br />to a depth of six inches.
<br />TYPE "E"
<br />CURB, GUTTER, & SIDEWALK
<br />RESIDENTIAL STREETS
<br />Reflector Sign -California Highway
<br />Code Type NR (24• x 247)
<br />3/8" galvanized 1 2•
<br />bolts h washers at end .a
<br />I
<br />9\\\` ( I \\\\\}
<br />dense
<br />raI
<br />l rode
<br />ad, treated ? I
<br />ck or treated - .i
<br />s Fir surfaced
<br />ides.
<br />Evenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Cali(. Hwy
<br />Code W31, 30" Size �
<br />Center on Barricade.
<br />'END
<br />Sign -Calif
<br />Hwy Code W31
<br />N D (30" x 30")
<br />CASE B
<br />CENTER REFLECTOR
<br />c ee Type NR
<br />FOR TYPE "Ar BARRICADE
<br />(2: .24")
<br />SIGNS
<br />Reflectors symmetrically
<br />e...iw .kn 1/r grawea .v-
<br />4"x4" Redwood
<br />t2lt
<br />or pressure treated
<br />placed 12' t O.C.
<br />.I Douglas Fir post
<br />T
<br />or 2" L D. galy.
<br />I. Barricades to be as wide as street R/W
<br />Pipe
<br />2. Barricades to be painted white using 2
<br />coots of "Exterior Alkyd Resin Hi -Gloss
<br />TYPE r' B"
<br />Enamer over a compatible primer.
<br />UP
<br />e 5 -4 cpaf
<br />Cul de Sac only
<br />2_ x8" select grade
<br />CASE A
<br />structu
<br />(TYp ,)
<br />SECTION A -A
<br />Douglas Fir surfaced
<br />areas.
<br />Redwo
<br />rweu i-, M.,19.
<br />See
<br />four sides.
<br />� d tdewoR
<br />Hemlo
<br />R.tair:ng curb If
<br />n«asae,y
<br />Dorf pattern with 1//r q-m.f
<br />1 1/Z
<br />Uv
<br />few,.
<br />Dougla
<br />�r---------
<br />w• I�IEe.-
<br />12' Max.
<br />four s
<br />9\\\` ( I \\\\\}
<br />dense
<br />raI
<br />l rode
<br />ad, treated ? I
<br />ck or treated - .i
<br />s Fir surfaced
<br />ides.
<br />Evenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Cali(. Hwy
<br />Code W31, 30" Size �
<br />Center on Barricade.
<br />'END
<br />Sign -Calif
<br />Hwy Code W31
<br />N D (30" x 30")
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />S. Note 10
<br />CASE B
<br />CENTER REFLECTOR
<br />c ee Type NR
<br />FOR TYPE "Ar BARRICADE
<br />(2: .24")
<br />SIGNS
<br />d
<br />e...iw .kn 1/r grawea .v-
<br />4"x4" Redwood
<br />t2lt
<br />or pressure treated
<br />NOTES:
<br />.I Douglas Fir post
<br />T
<br />or 2" L D. galy.
<br />I. Barricades to be as wide as street R/W
<br />Pipe
<br />2. Barricades to be painted white using 2
<br />coots of "Exterior Alkyd Resin Hi -Gloss
<br />TYPE r' B"
<br />Enamer over a compatible primer.
<br />UP
<br />e 5 -4 cpaf
<br />Cul de Sac only
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />S. Note 10
<br />H df.a,a• from cwb to Da<• a
<br />.d.•aR 4 les Next a
<br />«comadae amp and r
<br />Fleeter- a in C.. A.
<br />M e4if-ee er be 4e-
<br />lexesed
<br />e w Cax -F.
<br />« fidened as :r Caere a
<br />11 gwle. dei b ase ace
<br />s, eiae, ne hw .idth ,I
<br />the i Nee w de-
<br />e.f..fd . ail. -I Case C.
<br />4 aterrate t« Case A. one
<br />pmbe ed m ale curter
<br />a if mry Lira elven a in Cox E.
<br />Nq•n ,amR leca•d ,1 cmt.r
<br />tk cwb .ecu et " i e.R ct.
<br />chert sl n m� be plee, I to
<br />Nat aneen the .wl' to
<br />«<emaeate .neelcneus.
<br />N pbntirq ave .iao if pud
<br />to graaer roan -p imgln,
<br />pure Cali• datanceel'.
<br />Fer C.. F and G. me
<br />IenyluQina parlien ef In.
<br />aide.ae may rwMis be de-
<br />eread ,teas swi- C.. e.
<br />N tercet" m. urv. tM
<br />We, a tho'" n if
<br />« D.raRY_
<br />but the - ..
<br />CASE B
<br />.. e.....- _ .._..
<br />A.A.
<br />10. N. ra-v fna ne.e . 12' .we
<br />SIGNS
<br />d
<br />e...iw .kn 1/r grawea .v-
<br />Ux gr ., an .n,pny
<br />t2lt
<br />Cmaf.a4
<br />A b1�4
<br />-.....
<br />a
<br />T
<br />tM <Mer a
<br />2t
<br />F at Curt,
<br />N-ight
<br />cwb retwn
<br />b s
<br />Maa.ned surf«. te.lvre rougher
<br />UP
<br />e 5 -4 cpaf
<br />than the aurreunting rde+aR
<br />6" Min
<br />CASE A
<br />a.cevt .nm acafa .n team
<br />(TYp ,)
<br />SECTION A -A
<br />Retaining cure It
<br />areas.
<br />v'
<br />rweu i-, M.,19.
<br />See
<br />I^ `• �
<br />� d tdewoR
<br />am
<br />R.tair:ng curb If
<br />n«asae,y
<br />Dorf pattern with 1//r q-m.f
<br />1 1/Z
<br />Uv
<br />few,.
<br />9a.A.nwtfy
<br />a•ta Cleve. fnouW
<br />�r---------
<br />w• I�IEe.-
<br />a
<br />r
<br />lea. to
<br />llia,lb kx0 OpRIOFI�af
<br />rq a Rung
<br />Raw.ded SECTION B -B
<br />f
<br />12. Rome ide saw wu;fs
<br />rw-1y fra- .-a..nu- a
<br />„!
<br />lilt
<br />�;
<br />D+ 12-
<br />2"O.D
<br />fix- with rafar
<br />Iti.
<br />Xk:
<br />franc Ee..
<br />H df.a,a• from cwb to Da<• a
<br />.d.•aR 4 les Next a
<br />«comadae amp and r
<br />Fleeter- a in C.. A.
<br />M e4if-ee er be 4e-
<br />lexesed
<br />e w Cax -F.
<br />« fidened as :r Caere a
<br />11 gwle. dei b ase ace
<br />s, eiae, ne hw .idth ,I
<br />the i Nee w de-
<br />e.f..fd . ail. -I Case C.
<br />4 aterrate t« Case A. one
<br />pmbe ed m ale curter
<br />a if mry Lira elven a in Cox E.
<br />Nq•n ,amR leca•d ,1 cmt.r
<br />tk cwb .ecu et " i e.R ct.
<br />chert sl n m� be plee, I to
<br />Nat aneen the .wl' to
<br />«<emaeate .neelcneus.
<br />N pbntirq ave .iao if pud
<br />to graaer roan -p imgln,
<br />pure Cali• datanceel'.
<br />Fer C.. F and G. me
<br />IenyluQina parlien ef In.
<br />aide.ae may rwMis be de-
<br />eread ,teas swi- C.. e.
<br />N tercet" m. urv. tM
<br />We, a tho'" n if
<br />« D.raRY_
<br />but the - ..
<br />HANDICAP RAMP
<br />Sin - State of Calif.Hw Sign - State of Calif. Hwy
<br />9 y Code W-57 (24'x48')
<br />Code SW -42 (30 x30 )
<br />CASE B
<br />.. e.....- _ .._..
<br />A.A.
<br />10. N. ra-v fna ne.e . 12' .we
<br />SIGNS
<br />�
<br />e...iw .kn 1/r grawea .v-
<br />Ux gr ., an .n,pny
<br />5« rat. a 4' min.
<br />paseiwtelr
<br />When a.1 a
<br />fes a Mmip
<br />gao•�.q eet o fi
<br />tM <Mer a
<br />2t
<br />a •ams aM1�11arefof lronmv
<br />cwb retwn
<br />B.]3t -as.
<br />Maa.ned surf«. te.lvre rougher
<br />UP
<br />5
<br />than the aurreunting rde+aR
<br />6" Min
<br />RamaW
<br />a.cevt .nm acafa .n team
<br />(TYp ,)
<br />SECTION A -A
<br />11, when ,.-v i. w<ated i.
<br />areas.
<br />v'
<br />canter a curb efum, It
<br />See
<br />.,
<br />fnax W groawwl in a hwnng-
<br />not. 13
<br />R.tair:ng curb If
<br />n«asae,y
<br />Dorf pattern with 1//r q-m.f
<br />1 1/Z
<br />Uv
<br />Q33R.
<br />9a.A.nwtfy
<br />a•ta Cleve. fnouW
<br />�r---------
<br />w• I�IEe.-
<br />be
<br />W afgr�t. ppwwa1 le cxfa-as
<br />flhpw to ri.Kl bFM pedef-
<br />B
<br />llia,lb kx0 OpRIOFI�af
<br />rq a Rung
<br />Raw.ded SECTION B -B
<br />f
<br />12. Rome ide saw wu;fs
<br />rw-1y fra- .-a..nu- a
<br />Deena. mtk r sideeaft as .pared
<br />Lie to 121% a cwb to
<br />�;
<br />D+ 12-
<br />2"O.D
<br />fix- with rafar
<br />0 D/2
<br />I
<br />apt "*.tee..eR
<br />t""*.tis 10 tap a the
<br />,
<br />'o j+�
<br />.a-a...<fat in c.f.f c a c.
<br />uv
<br />Cw0 if
<br />13 r for . 1/T curb n pht and 2%
<br /><6
<br />der!
<br />weak fid ro.
<br />Fl Jy Code
<br />2t Irate
<br />;wb
<br />n..gnt a« s .a.ep w e.
<br />-
<br />K
<br />I I
<br />24 x24' (reflechve
<br />SECTION C -C
<br />sh.fe 1 a 2
<br />HANDICAP RAMP
<br />Sin - State of Calif.Hw Sign - State of Calif. Hwy
<br />9 y Code W-57 (24'x48')
<br />Code SW -42 (30 x30 )
<br />Backfill with materials equal to or
<br />A.A.
<br />SIGNS
<br />�
<br />.13"
<br />u
<br />shall be 1' thicker than existing
<br />I. Signs shall be posted on 2'
<br />I.D. gals.
<br />basement soil
<br />x 30" iron pin
<br />Dips in urban areas and either
<br />pip._ or v
<br />SECTION
<br />I
<br />existing base, minimum of 0.5 feet.
<br />4x4 posts in rural areas.
<br />5
<br />-2.
<br />6" Min
<br />Stop sign saes shall be 30'
<br />for u
<br />(TYp ,)
<br />urbon areas and 357 for rural
<br />areas.
<br />v'
<br />3'-0"
<br />�,
<br />3. Sign State of Calif. Hwy.
<br />Code \ I/ o
<br />of 957. under pavement
<br />SW 43 shall be posted at curves
<br />and shoulders. and "
<br />-
<br />--------Variable
<br />�r---------
<br />907 outside shoulders. \�
<br />when needed.
<br />Voriab __------
<br />Compact in max.
<br />n.
<br />layers to a minimum
<br />relative compaction �
<br />�;
<br />D+ 12-
<br />2"O.D
<br />of 857".
<br />0 D/2
<br />I
<br />1 Compact .in 6" layers
<br />,
<br />'o j+�
<br />to a minimum relative
<br />compaction of 90%
<br />Sign - Stole
<br />of Calif.
<br />O.D 10" Min.
<br />I/
<br />X
<br />Fl Jy Code
<br />type N -Y'
<br />-
<br />K
<br />24 x24' (reflechve
<br />-�
<br />yellow background)
<br />`
<br />T INTERSECTION SIGN
<br />��\
<br />✓�r -1-
<br />(post across from intersection)
<br />j
<br />�T
<br />--- - _ L
<br />NOT A
<br />%o %o THROUGH
<br />STREET
<br />LANE REDUCTION
<br />Sign - State of Calif
<br />Hwy. Code W53 (24'x24')
<br />SIGNING
<br />or as required by the
<br />c
<br />Public Works Dept.
<br />o a
<br />1.
<br />Center the lana reduction sign
<br />n Z)
<br />behind Type A borricode
<br />X
<br />(barricade to be placed on a
<br />b o4'x4'
<br />Redwood or
<br />skew with Type N -Y signs
<br />pressure treated Douglas
<br />attached).
<br />r\ Io
<br />Fir post (typ.) or 2,
<br />Place Class I flexible post
<br />2" LD galy as
<br />delineators (Cal Trans A74) at a
<br />required
<br />10 . I taper preceding the
<br />Type A barricade (minimum of
<br />v +5
<br />spears).
<br />delineators)-
<br />Flatten pip._
<br />1
<br />v�(tYP)
<br />0
<br />TYPICAL SIGN
<br />TRAFFIC SIGNS
<br />J • > B
<br />t RKaimny nve if
<br />4.
<br />«<=2w ge a ed
<br />a aide.e
<br />s•e Nae
<br />r3+ 10 hent Ed"
<br />see Nae 10 °f �••OA
<br />ao. K r2lt 4.
<br />fe
<br />Pluainq a ui�
<br />Wee
<br />Mee <
<br />4 1/2 cwb. CASE C Case F
<br />e' -m. I., (Siee•.er N.. than s' aide) Sex tate e
<br />tT cure
<br />A E°rl
<br />a« Nae la
<br />aid..eR
<br />S. Net. 10
<br />front Edge or
<br />7'",
<br />.l Sida.aR�.1.. 4•dir,b Rlant
<br />r
<br />CASE D Aar B
<br />rK. a
<br />we Case G
<br />IM
<br />ep Net. e
<br />z•,h See wee 10
<br />ZX
<br />ng
<br />AW... ]/r sac pt
<br />]] sr Neer 1, e 1 me on
<br />Ile few,
<br />a
<br />��'' •S
<br />12 It
<br />a Lia.. .. _ ....
<br />cu b
<br />Cmfa.aa [F 11�--1/..
<br />Cosa E LIP DETAIL GROOVING DETAIL
<br />• r -m.
<br />for II/z' <vr, 5w Na. e
<br />. -,n. for 6. cu,u
<br />51w.4 2 .r 2
<br />HANDICAP RAMP
<br />12"
<br />Dia. or Sq. Standard frome and
<br />6" i'_ cover assembly
<br />A.C. 4"
<br />Backfill with materials equal to or
<br />A.A.
<br />:jP.CC.�:.
<br />ii 6"• jev
<br />.13"
<br />u
<br />shall be 1' thicker than existing
<br />Undisturbed
<br />Survey monuments
<br />basement soil
<br />x 30" iron pin
<br />with
<br />with identification marks
<br />TYPICAL
<br />SECTION
<br />I
<br />1/16" raised letters _A _ Material: -
<br />cover Frome
<br />4
<br />\r \
<br />r
<br />'r
<br />F
<br />s.
<br />SURVEY MONUMENT
<br />FRAME & COVER ASSEMBLY
<br />6"x 6"- Wil.4 x Wt.4 welded wire fabric • 20' for intersection of 50' R/W and 60' R/W streets
<br />12' Minimum 30' for intersection of 50• R/W and 60' R/W streets,
<br />Bock of Walk with 84' R/W and 110' R/W arterials
<br />R/f A
<br />Expansion Joint Expansion Joint
<br />I
<br />36' Min,
<br />Sidewalk 5 1 2' 2 1 2'
<br />/Walrp Worp Expansion Joint (typ)
<br />Sidewalk
<br />Curb and 2 1/2'
<br />Gutter
<br />Line
<br />Street name
<br />Cutter Gutter sign
<br />�c
<br />3'-0' 2•-0' A 12'
<br />2'-0" 3'-0 Curb Radius R/W
<br />See Note 1 Stop sign location
<br />PLAN nisi
<br />_ (if required)
<br />Back of Walk Curb Line Back of walk
<br />7 71 Expansion Joint (lyp.)
<br />Gutter Line 10
<br />3/4" lip Face of Curb
<br />ELEVATION Stop Bar Location
<br />(if required)
<br />R/W NOTES:
<br />36" min. or to R/W2•-0^
<br />whichever is 5,-� N 0
<br />greater 1 1. Curb radius shall be 30' for inlesection of 50' R/W and 60' R/W streets
<br />�1' `a and 40' for intersection of 50' R/W or 60' R/W with 84' R/W or I10' R/W
<br />lope =1/4' per i• lip orterials.
<br />7 1i L 1 1 in 1 ill 1 other obstructions 2. Catch basins. signs posts, utility poles, r of obs Littions are not to be c o
<br />' located within the wheelchair path area.
<br />3. See Standard Drawmg No. R-6,10.11,25 for Curb, Gutter do Sidewalk, handicap
<br />ramp, and sign details.
<br />SECTION A -A 2
<br />TYPICAL COMMERCIAL &
<br />INDUSTRIAL DRIVEWAY LOCAL CURB RETURN
<br />O.D. O.D.
<br />+ 20" Min. + 20" Min,
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California. Dept. of Transportation Testing Manuals. test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of `Nay with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctability, ninety percent (907.)
<br />compaction may be used. when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />TYPICAL TRENCH BACKFILL
<br />A,. 30• min. 1 1
<br />Top of curbAA - d, ,a
<br />Flowline of /
<br />gutter -'-1 Expansion o
<br />Expansion , Joint iv
<br />joint
<br />Up of gutter I
<br />W Catchbasin assembly to be set
<br />1' below flow line of gulter
<br />PLAN
<br />Sidewalk 9 4' throat
<br />r12- Min. �_oPenmg }-•-24 ---i
<br />1/2 " dip
<br />bolt -
<br />Boss to hold -
<br />grate in place
<br />24 did. conc.-
<br />pipe (see note
<br />no 5)
<br />c_
<br />EE
<br />N Y
<br />Ir
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with
<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 -kill fabricated steel grate.
<br />3. Grote shall be chained to frame.
<br />4. Grate shall be depressed I" below gutter
<br />profile grade.
<br />5. 24• pi2 a barrel shall be class 11 R.C.P., or
<br />class or 3 non -reinforced concrete pipe.
<br />iI1S2I22L•i4.
<br />f"Iilei I�Ia
<br />1!1'IIi!1_2s_"
<br />1�IS2Iiiie�
<br />i'1_2•2•2•i_'.
<br />PLAN OF FRAME
<br />TYPE 1
<br />CURB INLET CATCHBASIN
<br />' fl►a DATE IIEV ISIONa Ov pEy� p"W" INT APPROVED BY: Henry M. Hirata RCE No. 21258 Sw U M M w C H PIAZZA M 0 K E L U M N E, CHESTNUT, �Er 0 OF 7
<br />aE TA I L 9" L E T jos Nat 9/5I 9202
<br />' 19_ CIVIL E SIMMERS A sGUSTA STREET
<br />RS �S* VA NL11R ST. LOOt CALI/1 FILE
<br />rlTTe ExR SATE STREET 1M�ROVEMENTS
<br />racE ��/7 z a►TE _ SAN UIN COUNTY DIRECTOR OF PUBLIC WORKS ■li: eros-as'L'SSfI� Ia
<br />6-1012
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1' thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement
<br />6" Min
<br />6" 6^�
<br />6" Min.
<br />(TYp ,)
<br />(TYp )
<br />r�\ in 12" max.
<br />3'-0"
<br />�,
<br />layersyers to a mm.
<br />+ rebtrve compaction
<br />}'-0"
<br />of 957. under pavement
<br />and shoulders. and "
<br />-
<br />--------Variable
<br />�r---------
<br />907 outside shoulders. \�
<br />Voriab __------
<br />Compact in max.
<br />n.
<br />layers to a minimum
<br />relative compaction �
<br />�;
<br />D+ 12-
<br />2"O.D
<br />of 857".
<br />0 D/2
<br />I
<br />1 Compact .in 6" layers
<br />,
<br />�
<br />to a minimum relative
<br />compaction of 90%
<br />10" Min.-
<br />0 . 10" Min, 10" Min.
<br />O.D 10" Min.
<br />O.D. O.D.
<br />+ 20" Min. + 20" Min,
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California. Dept. of Transportation Testing Manuals. test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of `Nay with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctability, ninety percent (907.)
<br />compaction may be used. when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />TYPICAL TRENCH BACKFILL
<br />A,. 30• min. 1 1
<br />Top of curbAA - d, ,a
<br />Flowline of /
<br />gutter -'-1 Expansion o
<br />Expansion , Joint iv
<br />joint
<br />Up of gutter I
<br />W Catchbasin assembly to be set
<br />1' below flow line of gulter
<br />PLAN
<br />Sidewalk 9 4' throat
<br />r12- Min. �_oPenmg }-•-24 ---i
<br />1/2 " dip
<br />bolt -
<br />Boss to hold -
<br />grate in place
<br />24 did. conc.-
<br />pipe (see note
<br />no 5)
<br />c_
<br />EE
<br />N Y
<br />Ir
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with
<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 -kill fabricated steel grate.
<br />3. Grote shall be chained to frame.
<br />4. Grate shall be depressed I" below gutter
<br />profile grade.
<br />5. 24• pi2 a barrel shall be class 11 R.C.P., or
<br />class or 3 non -reinforced concrete pipe.
<br />iI1S2I22L•i4.
<br />f"Iilei I�Ia
<br />1!1'IIi!1_2s_"
<br />1�IS2Iiiie�
<br />i'1_2•2•2•i_'.
<br />PLAN OF FRAME
<br />TYPE 1
<br />CURB INLET CATCHBASIN
<br />' fl►a DATE IIEV ISIONa Ov pEy� p"W" INT APPROVED BY: Henry M. Hirata RCE No. 21258 Sw U M M w C H PIAZZA M 0 K E L U M N E, CHESTNUT, �Er 0 OF 7
<br />aE TA I L 9" L E T jos Nat 9/5I 9202
<br />' 19_ CIVIL E SIMMERS A sGUSTA STREET
<br />RS �S* VA NL11R ST. LOOt CALI/1 FILE
<br />rlTTe ExR SATE STREET 1M�ROVEMENTS
<br />racE ��/7 z a►TE _ SAN UIN COUNTY DIRECTOR OF PUBLIC WORKS ■li: eros-as'L'SSfI� Ia
<br />6-1012
<br />
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