|
BD BB I
<br />Curb
<br />NOTES: YALVE. = t8 2'-6'
<br />$•O - 6,. 2.-0"
<br />1. The structural section shall be determinedA F 3/4" R 'N Depressed letter "W'
<br />by the roadway design standards and AC, = T 3/4" 1 1/2 or S" (two Inches
<br />StandardDrowing No. R-27. \ Level line 1 v high) in curbicto
<br />2. For curb, gutter and sidewalk details, refer to A� identify serve
<br />Standard Drawing No. R-5 and R-6. Ash _ q ff-j,--,;,,;, locations
<br />W/ rV.%lI :. GOAT
<br />42' - 42.
<br />5 1/2'/z!/2'
<br />Three 5/8" x 24" long steel W- Water line
<br />30' dowels, greased and S= SanitarySewer line
<br />I --z' ^s 21 z' wrapped one side through
<br />every expansion joint.
<br />typ)
<br />cuae MINOR RTERIAL
<br />VERTICAL AC pavement(Typical ail TYPE .,A..
<br />Aggregate base sections)
<br />Aggregota eabbaee CURB & GUTTER
<br />R/W R
<br />110'
<br />so,
<br />55' 20, Variable r3/4'
<br />Level line
<br />m .finish i`1
<br />mn cored line if 6" 6"Slope 1/4 r l.:
<br />2% 2% Fence !. z% �t N r
<br />\ T } '
<br />/ `--- 2" AC Pavement
<br />Meda on 907. co patted , ^ N •-�{•; ! -
<br />Curb sub rad Fr.rNege raad
<br />Cm g � apOn 5/8" x 24" longs dowels
<br />u
<br />spaced 12" o.c teased and 12" 12" 1 1 3 1/2" key
<br />MAJOR AGER j FOUR LANE wrapped on through
<br />CJ every ex Sion through
<br />unless po monolithic
<br />R/W
<br />Precast reinforced manhole.
<br />R/W
<br />Nm..
<br />KW'KI R•'^' R.m" nw rp,Rwa
<br />V n
<br />POST ASSEMBLY w wra. woe N .it W
<br />ASTM C478, adjust to -
<br />os
<br />v
<br />v
<br />1[RM a, K.IMR•nl
<br />I°Nw nM ev bel,
<br />proper elevation. k,
<br />e._Y
<br />,Mv IS 0
<br />G RB, GUTTERaSIDEWALK
<br />r -r m K. I... III.. er It" S I - say.
<br />v'-•" " rRr. wa,a m
<br />r.nK.
<br />required)
<br />4' sections as reauired)
<br />y
<br />g
<br />A
<br />o
<br />r -v I., evenw.,
<br />00
<br />NOTES:
<br />18.97
<br />Notes:
<br />E
<br />SS•
<br />o..
<br />f
<br />55'
<br />1. Eccentric cones shall be
<br />used where specified on
<br />I
<br />�V
<br />S,
<br />ILL'
<br />u =
<br />r
<br />2'
<br />41'
<br />+'
<br />1+-
<br />o.
<br />T'
<br />.1
<br />RRo:ad
<br />`c
<br />1.
<br />Construct 3/8" expansion joints ® 200' maximum and 1/4" returns, around
<br />'r
<br />to
<br />lu,
<br />O
<br />Medi°n
<br />u'Om Eu
<br />m°o..'no 0
<br />`: E
<br />by
<br />R,
<br />o c ."
<br />layers to a min.
<br />relative compaction
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />U°
<br />K
<br />° '�o
<br />E$ v aw o
<br />E
<br />o o m N m M
<br />cvv¢
<br />n�a
<br />A_ut
<br />/and shoulders, and \ ______
<br />a`o
<br />3 Ni
<br />F,
<br />�V10 toys;.
<br />to oon
<br />ES=
<br />2.
<br />Transverse weakened plane joints shall be constructed ® 12' maximum
<br />Variable \ __-
<br />e
<br />°cmc
<br />°'s=KaVn
<br />Yo_,
<br />layers to a minimum w
<br />relative compaction
<br />i
<br />D+12"
<br />0
<br />K°to E-
<br />intervals.
<br />`O. I_ i
<br />�o'a3 nc
<br />fY
<br />%
<br />%
<br />E11
<br />IS
<br />10" Min.
<br />0. D.
<br />3.
<br />All radii are 3/4!' unless otherwise specified.
<br />^ioo•
<br />5
<br />�'n mn drou
<br />ac
<br />m'nro:
<br />Sawa ti oo oo
<br />s. o
<br />sg`.vo
<br />Q
<br />20"
<br />4.
<br />Curb, gutter, and sidewalk should have a broom finish.
<br />coa< c5
<br />eo'om.oc°m
<br />Vertical
<br />Meda
<br />2" AC pavement on
<br />z
<br />o
<br />5.
<br />All curb returns shall be type A curb and gutter.
<br />C"rb
<br />COfb
<br />909 compacted subgrade
<br />o
<br />6.
<br />For subgrade "R" value less than 50, place six inches aggregate
<br />subbase
<br />5rNw 5r cz
<br />M'
<br />Q
<br />o
<br />under all concrete and compact to 90%. Subgrode material under
<br />curb gutter
<br />/
<br />and sidewalk shall be compacted to 90% relative compaction to
<br />a depth of six
<br />Wol''''T�`
<br />nnrAiev
<br />clvnIT
<br />inches.
<br />iN
<br />TYPE 'A"
<br />..r .w
<br />ZZ&agTYPICAL STREET
<br />CURB, GUTTER, & SIDEWALK
<br />COMMERCIAL & INDUSTRIAL
<br />«°•^wLD
<br />°„•n
<br />JLD
<br />Ch... b,
<br />COUNTY OF
<br />SAN JOAQUIN ^+• SEPT. 1991
<br />Oh•`••d
<br />by
<br />COUNTY OF SAN JOAQUIN
<br />Sol SEPT. 1991
<br />S=•'• NONE
<br />an.NWwr Or p WORKS a°n,q ri•. R _
<br />x84
<br />NONE
<br />°v.i. or.01 .1
<br />-bbi, No. R _ 6
<br />Cast Iron Frame and Cover - refer
<br />a'.. t. w I. I. .Ito x Top of pavement grade to Standard Drawing No. S-4
<br />un. K.a .r 1.- [ mM1bi.
<br />nI... °..° [°'�'Iw q IIN II. Ob,- Mortar
<br />b x
<br />L . aeRolb e":. a^• °.n precast reinforced concrete 3
<br />Nm.^aI b..., u°,„„ w,- a«•grade adjustment rings
<br />JEW A q 4 , & 6' sections
<br />as -
<br />u u as required
<br />ii II t�. Precast reinforced
<br />u
<br />it concrete cone
<br />ii I up
<br />1
<br />Ail joints mortared and 2'-0iN
<br />pC cencret. banded with mortar on Diom.
<br />d -"Irl' o• both interior and
<br />exterior surfaces
<br />END AND CORNER xw '^° men 3 u w. R.. iW«w w w..." . win 4w•°r.^.
<br />.oven w wo Kh .. w r .a.p N.r IM ..., .w ..,
<br />°v1°'•.
<br />Precast reinforced manhole.
<br />5' Mm
<br />Nm..
<br />KW'KI R•'^' R.m" nw rp,Rwa
<br />V n
<br />POST ASSEMBLY w wra. woe N .it W
<br />ASTM C478, adjust to -
<br />os
<br />v
<br />v
<br />1[RM a, K.IMR•nl
<br />I°Nw nM ev bel,
<br />proper elevation. k,
<br />e._Y
<br />,Mv IS 0
<br />IDT
<br />r -r m K. I... III.. er It" S I - say.
<br />v'-•" " rRr. wa,a m
<br />r.nK.
<br />required)
<br />4' sections as reauired)
<br />y
<br />g
<br />A
<br />o
<br />r -v I., evenw.,
<br />00
<br />i..w 6
<br />18.97
<br />Notes:
<br />E
<br />Liam.
<br />o..
<br />f
<br />17Y`61^�
<br />P/x p/ `•" �.- a an-..�/u"`^' _
<br />1. Eccentric cones shall be
<br />used where specified on
<br />I
<br />�V
<br />S,
<br />ILL'
<br />u =
<br />Fab- c � o• er ap "peon"
<br />d. of + '0°w^
<br />I.ac. a°Nuln"an.
<br />�yl ts°. t. L.law)
<br />BBl�e.wn
<br />I
<br />Low ..u. W,DI.. a.•.w r
<br />Nm..
<br />KW'KI R•'^' R.m" nw rp,Rwa
<br />V n
<br />Rw.a K Rw r>,K.,
<br />ro) rl
<br />N•eN
<br />NOTE'. Libel to b. 2'-a- at monumont loc°lime byw p -i Wr
<br />rs"
<br />at it eneNe 1° RM 1... -'
<br />11
<br />iso. to ..d. an.0 No b. of I...1 za• lana.
<br />FENCE LOCATION
<br />= j f .1]
<br />Typical Fabric Mounting Details
<br />GATE POST
<br />TYPICAL MEMBER DIMENSIONS
<br />M
<br />See Notes
<br />Low ..u. W,DI.. a.•.w r
<br />Nm..
<br />KW'KI R•'^' R.m" nw rp,Rwa
<br />V n
<br />Rw.a K Rw r>,K.,
<br />ro) rl
<br />N•eN
<br />os
<br />v
<br />mw SEPT. 1991
<br />N.."... - 1
<br />to Wu e' x 112
<br />1. OW, .. WWW ,°. •.amN°• el Not -1 ....[Icn. •N[A mry
<br />[aRNr'M O• sp.[Ircmd,.
<br />x, sa u-.aw. nIn uw taw., -t ° .
<br />.°ph .Ih III .1 ° .Ih
<br />anR,l, eM or.,'i... el It. sp..il'w m
<br />N th. °'NoN.'Woo r I. • - a. w g t rne.•.I
<br />4. s. 1- . .
<br />o .n .. w.l..
<br />... ..I. ,•au ., ..mei.a .,,
<br />.to
<br />CHAIN LINK FENCE
<br />In by $
<br />r.m.
<br />Cat wn.w
<br />wRaxl
<br />N•eN
<br />os
<br />•
<br />mw SEPT. 1991
<br />N.."... - 1
<br />to Wu e' x 112
<br />• S
<br />e._Y
<br />,Mv IS 0
<br />IDT
<br />I.
<br />°..�, v s'
<br />lux
<br />u..
<br />o
<br />0 5g 3o my Ou .S<_co,.,o°m
<br />O.6T °O
<br />a �'3
<br />i..w 6
<br />18.97
<br />Nab°VE 0Z u0
<br />a:6c c•no�lR��u�co5j.oEEc`E Eo'"_.
<br />up WIN 4' r
<br />+.se
<br />o..
<br />f
<br />+.. ,r Y
<br />I.ei
<br />Existing Pavement
<br />S,
<br />ILL'
<br />u =
<br />r
<br />e.Se
<br />.to
<br />`a
<br />CHAIN LINK FENCE
<br />In by $
<br />o
<br />U
<br />oa
<br />w
<br />._
<br />bW_, DEW
<br />os
<br />COUNTY OF SAN JOAQUIN
<br />°e.Rlw.,W .a.�
<br />mw SEPT. 1991
<br />N.."... - 1
<br />_...._ NONE
<br />`a
<br />a
<br />In by $
<br />o
<br />U
<br />oa
<br />w
<br />._
<br />o0
<br />os
<br />zo 9
<br />a s
<br />>E
<br />z =_ z
<br />O
<br />z
<br />o
<br />zbau
<br />n
<br />°
<br />I
<br />�N
<br />i
<br />mn
<br />I e p ons. g
<br />2. Joints may be either keyed
<br />or tongue and groove. "
<br />3. Diameter "A" shall be - 4n..... Low�St
<br />48", 60" or 72' as
<br />required. Class "B' concrete for [ io
<br />base. Pre -cast base
<br />may be used if approved
<br />by the Director of Public Works
<br />ELEVATION
<br />x NOTE: A V-6" concrete cone may be used if approved by th"e Director
<br />of Public Works
<br />Std. Frame & Cover 1" Clear
<br />Mortar
<br />I -6. Flat slab shall be used when
<br />Mox. depth tloes not permit use of
<br />tapered unit
<br />24' Use precast Hload rated
<br />as manufactureded by Teichert Precast
<br />�6" Min. or equal.
<br />A Frame shall be secured to riser or
<br />flat slab top with cement mortar
<br />FLAT SLAB TOP
<br />III, I-ol STANDARD STORM �r w
<br />DRAIN MANHOLE
<br />way" by JLD
<br />cn.[•.e e, COUNTY OF SAN JOAQUIN SEPT. 19!
<br />s[.I. NONE aePPWRlurxr or putuc Wast aewm IN. D
<br />Eta c� n _ ._a u =otos-roto o� W
<br />~n-'1 0'6. o.a uc._m'E i,n m-� to -NSN
<br />n E '> In" co. _bu noes oc _a_v (/) U) aP
<br />0
<br />3V m'o,o`cm No mu o°10°E$„e oN
<br />In by $
<br />o
<br />to
<br />._.
<br />W' Z
<br />os
<br />Z
<br />01C
<br />In
<br />rn
<br />ocyn oat
<br />�u
<br />o an n
<br />000v
<br />3Nm
<br />I
<br />H
<br />mn
<br />UVoi
<br />_om ry
<br />>E
<br />o
<br />0 5g 3o my Ou .S<_co,.,o°m
<br />O.6T °O
<br />a �'3
<br />New base shall be 1" thicker than
<br />m l
<br />Nab°VE 0Z u0
<br />a:6c c•no�lR��u�co5j.oEEc`E Eo'"_.
<br />- -
<br />W,
<br />oni°o
<br />ojEi
<br />.`, u
<br />c
<br />Existing Pavement
<br />CO.2 Vg rnon rnI, a
<br />I-
<br />u =
<br />a c�
<br />9a ie
<br />a 1, Y1cv v
<br />E > Eos 'a
<br />14m5_'on
<br />-o
<br />+'
<br />(n
<br />o.
<br />t~nto
<br />Z
<br />.1
<br />RRo:ad
<br />`c
<br />cap uo
<br />'r
<br />to
<br />lu,
<br />O
<br />co
<br />u'Om Eu
<br />m°o..'no 0
<br />`: E
<br />by
<br />R,
<br />o c ."
<br />layers to a min.
<br />relative compaction
<br />U°
<br />K
<br />° '�o
<br />E$ v aw o
<br />E
<br />o o m N m M
<br />cvv¢
<br />n�a
<br />A_ut
<br />/and shoulders, and \ ______
<br />a`o
<br />3 Ni
<br />F,
<br />�V10 toys;.
<br />to oon
<br />ES=
<br />n mPv
<br />K `°'Inn_cvcv
<br />onx
<br />ROKVEvo
<br />Variable \ __-
<br />e
<br />°cmc
<br />°'s=KaVn
<br />Yo_,
<br />layers to a minimum w
<br />relative compaction
<br />i
<br />D+12"
<br />0
<br />K°to E-
<br />°c O_-c3E°,°W
<br />`O. I_ i
<br />�o'a3 nc
<br />fY
<br />�\
<br />E11
<br />-
<br />y
<br />10" Min.
<br />0. D.
<br />10" Min. 10" Min.- O.D.
<br />Z o
<br />^ioo•
<br />5
<br />�'n mn drou
<br />ac
<br />m'nro:
<br />Sawa ti oo oo
<br />s. o
<br />sg`.vo
<br />Q
<br />20"
<br />EL
<br />Oc °
<br />e°�E
<br />coa< c5
<br />eo'om.oc°m
<br />ioo�i-�u `o
<br />u02C20 eo we
<br />tYp
<br />W
<br />z
<br />o
<br />wz
<br />Z
<br />o
<br />OL 6-
<br />oEe`a
<br />E°p'°no,°O..o
<br />5rNw 5r cz
<br />M'
<br />Q
<br />o
<br />Eta c� n _ ._a u =otos-roto o� W
<br />~n-'1 0'6. o.a uc._m'E i,n m-� to -NSN
<br />n E '> In" co. _bu noes oc _a_v (/) U) aP
<br />0
<br />3V m'o,o`cm No mu o°10°E$„e oN
<br />Backfill with materials equal to or
<br />In
<br />upwcoa c°i
<br />� 15.2• by 'UE ma ,°.� °c,. of oe.•°.$ V
<br />`03
<br />._.
<br />W' Z
<br />os
<br />c
<br />eocd'� 2` w m e=Eo_o'Sc cm o
<br />Eo n;;ca.xc `�
<br />$cc' L'
<br />WO
<br />o,•'o'.`-_° �L oc etc n
<br />vac°wSn o°Nn 6_ .- env
<br />oto:
<br />H
<br />z$
<br />Z ^m y-E'9a, =ovum o<'3 ct°>com ra a_va-.
<br />_om ry
<br />a Q
<br />o
<br />0 5g 3o my Ou .S<_co,.,o°m
<br />O.6T °O
<br />a �'3
<br />New base shall be 1" thicker than
<br />o
<br />Nab°VE 0Z u0
<br />a:6c c•no�lR��u�co5j.oEEc`E Eo'"_.
<br />- -
<br />Q
<br />.`, u
<br />c
<br />Existing Pavement
<br />CO.2 Vg rnon rnI, a
<br />I-
<br />u =
<br />W
<br />I� 6" Min.
<br />ON •°c ww to a�3i�m°oLivm�a
<br />i
<br />n°
<br />au<WW
<br />(n
<br />(TYp.)
<br />O °m uo uo'nLc[o°. V AT nauoo"000c[-.c:o
<br />T,
<br />U <c zrn nw. 3E 3 o zz_=Oz.`.. or on.
<br />to
<br />ampcct in 12" max.
<br />3'-0'
<br />layers to a min.
<br />relative compaction
<br />to
<br />A_ut
<br />/and shoulders, and \ ______
<br />/Variable
<br />-_-_-_-_-_---_--_-_
<br />°V
<br />E_
<br />k
<br />Variable \ __-
<br />o
<br />J
<br />z
<br />O
<br />Do 0.
<br />layers to a minimum w
<br />relative compaction
<br />i
<br />D+12"
<br />of 85%.
<br />O.D./2
<br />Compact in 6" la ers '
<br />�\
<br />L w wo w
<br />= o o<oo as
<br />tiTww
<br />10" Min.
<br />0. D.
<br />10" Min. 10" Min.- O.D.
<br />10" Min.
<br />L{
<br />O.D.
<br />O.D.
<br />f
<br />+
<br />20"
<br />Min. + 20" Min.
<br />APPROVED 19 I APPROVED 19
<br />s�3
<br />MINT[e ON bi ► NO. IOOON C ARVR.NT
<br />0.6
<br />Oo
<br />Zssix
<br />DN
<br />m:g
<br />0
<br />°v
<br />r
<br />0
<br />C
<br />�m1
<br />6"x 6"- WI.4 x WI.4 welded wire fabric
<br />12' Minimum
<br />Bock of Walk
<br />R/W A
<br />7
<br />Expansion Joint - Expansion Joint
<br />-- Reflector Sign -California Highway
<br />Code Type NR (24" x 247)
<br />3/8" golvinized 2'
<br />bolts & washers ^at end
<br />2"
<br />.
<br />Dia. or Sq. Standard frame and
<br />" cover assembly
<br />I
<br />A. C. 4"
<br />A. B.
<br />36 Min. , >>'8aooa8:oa sosooa el 3 °e.•epaaa •°8•°°. V
<br />' Sidewalk I ; I I ; I I � e° a ape•ppo•"IRVp °$.oegpee
<br />Warp Warp a p0
<br />PRi
<br />Reflectors symmetrically ON Undisturbed Surve monuments
<br />Sidewol\ placed 12' d: O.C. y
<br />Curb and basement soil 3/4"G x 30" iron pin
<br />Cutter with identification marks
<br />LiLne 6 6"x
<br />' 6" dense
<br />Gutter Cutter 2"x8" select grade structural grade e) TYPICAL SECTION
<br />Douglas Fir surfaced Redwood, treated < I
<br />four sides. Hemlockt treated t
<br />. Douglas. Fir surfaced •.. '
<br />3'-0" 2'-0" A 12' Max. four sides. -
<br />Evenly Spaced TYPE A„ „ c
<br />PLANSign-Calif.} ;4SURi,� '
<br />Reflective Hw •i+3
<br />Cade Reflective
<br />0" Size y (,I 5/8" q l 3 3/4
<br />Back of Walk Center on Barricade. Co
<br />E INI D 3R
<br />Curb Line M P;1
<br />;,,M NW
<br />N Sign -Calif •�t
<br />Hwy Code W31
<br />3/4" lip Gutter Line END (30" x 30") -ss lasz
<br />ELEVATION 1/16" raised letters
<br />Cover Frame
<br />R/W - iv Sign -Calif Hwy holes \ N�
<br />2._Q" CENTER REFLECTOR Code Type NR 1„ Material: Cast iron
<br />36" min. or to R/W
<br />whichever is s-6" FOR TYPE "A" BARRICADE (24' x za") -I
<br />greater
<br />- - \
<br />1 � � I I iv
<br />4"
<br />4"x4" Redwood
<br />Slope -1 per 1'
<br />P / P
<br />li N
<br />P
<br />io
<br />I or pressure treated
<br />NOTES: Douglas Fir poet
<br />T or 2 I. D. galv. 1/4"
<br />1. Barricades to be as wide as street R/W Pipe
<br />2 2Barricades to be painted white using 2 2 1/2 f
<br />SECTION A -A coats of "Exterior Alkyd Resin Hi -Close TYPE. ITBit 1 1/2' 5"-' 4'
<br />Enamel" over a compatible primer. Diameter /
<br />Cul de Sac only
<br />SECTION A -A
<br />TYPICAL COMMERCIAL & Nby-ba BARRICADES FOR « SURVEY MONUMENT
<br />o'°•^ a+ JLD w
<br />INDUSTRIAL DRIVEWAY a°. JLD TERMINATING STREETS FRAME & COVER ASSEMBLY
<br />aa.n °, JLD
<br /><^••"•° °+ COUNTY OF SAN JOAQUIN o•• SEPT. 19911
<br />chmKw 1
<br />1 COUNTY OF SAN JOAQUIN a°I. SEPT. 1991 ch.[hw a, COUNTY OF SAN JOAQUIN °•1• SEPT.
<br />smw NONE sawn o V PUIwc WORKS a..IRa No. R - t x.N NONE ovuln4xr or weuc WORKS aWw:w Ne. R _ 24 W. NONE orp.RnpEtn or weua waxs
<br />NOTES: - 4" Wire mesh H�
<br />1. Frame and Grate shall conform to 2�6.
<br />Standard Drawing No. D-16. 6.
<br />2. Two feet minimum below finished
<br />A A grade in new development. In SECTION A -A
<br />existing streets, may be less than
<br />2' with the approval of the engineer. 'a
<br />iB Wire mesh
<br />„ L_ --ice 6" `� 6,.
<br />T\1a DIt 1
<br />,;r - I SECTION B -B
<br />I
<br />B A7 FRONT VIEW
<br />-L BMJ
<br />---
<br />PLAN VIEW � --_-- i_---- n:--
<br />, 1
<br />PLAN VIEW I Construct cut-off 1 l 1
<br />wall around the i H
<br />See note 1 entire perimeter ,
<br />F
<br />C 1 Toe of I C
<br />Mortar
<br />t I 20" Grade Rin
<br />7 �! 1 1/4!'II 3/4 I_ 1/8• a z - Mortar
<br />/4" T N v
<br />�1
<br />3 1/2„' 18" R.C.P..
<br />I l 3/8 2„ _„J 5/8„, L
<br />1 /8"
<br />22 1/4"
<br />SECTION A -A•
<br />Mortar (typ).
<br />NOTE: � Class "B" concrete
<br />Grate shall be fastened to frame
<br />with 18' of 1/4" heat-treated chain SECTION A -A
<br />., . er row er - . M
<br />FRAME & GRATE
<br />DEW (18" STORM DRAIN INLET)
<br />It IS COUNTY OF SAN JOAQUIN ow. SEPT. 1991 c^•=+« °+
<br />NONE wpruwr r Kl,euc sews O. -i.. xR 0 - 16 s••" NONE
<br />NOTE : ALL NAILS TO BE GALVANIZED T
<br />IDK 5'-0" REDWOOD OR CEDAR FENCE BOARDS I -
<br />i4 NAILER moi°
<br />It
<br />EACH POOD BUMPER RAIL WITH N/i° / A.B.
<br />0
<br />ST
<br />K 4 IT 7'- 0" (PRESSURE TREATED POSTS)
<br />i4 NAILER
<br />CONCRETE SLAB WITH
<br />16 - 10/10 WWF,
<br />NCRETE APRON
<br />OGLE SWING GATE
<br />rLRNyl[y
<br />SCALE !" • I' • a-
<br />I s IDs 5'-0" REDWOOD OR
<br />: BOARDS
<br />REVISIONS
<br />NO. DESCRIPTION DATE 1B'Y
<br />1 UQPATED 5.,1. Cp. STANOA?_v DF_TkL_S Z-21-9
<br />2 2E1 tSIONS i� G.4- co
<br />3 As P -UI l_TS tl -l9 93
<br />�:. Ir so
<br />rgv,
<br />SECTION A - A ,
<br />scut, s/e• r - ow
<br />SECTSSECTs li
<br />18" STORM
<br />DRAIN INLET
<br />UNTY OF SAN JOAQUIN
<br />arPMMpT OF W VJC WORKS
<br />SECTION B -B
<br />o•• SEPT. t
<br />a«., Na. n_
<br />,aNWCE W�
<br />v yc
<br />NO. 14,269
<br />eyf. S_ -at -q.=
<br />o
<br />i channel slope i i
<br />B• -J TOP VIEW A" 6
<br />Miter cut pipe r --- min.
<br />-----�---
<br />to fit flush I �.
<br />with slope
<br />1
<br />I
<br />I
<br />Match channel side slope
<br />2'
<br />Wire mesh
<br />Toe of channel H = 6'-0" minimum
<br />Slope H = 2 x pipe dia. (3' to 6')
<br />T- NOTE: 1. Use class "B" concrete or
<br />2' min. Y..
<br />grouted cobbles as specified.
<br />B.
<br />2. 6x6x10 ga. wire mesh
<br />SECTION C -C throughout concrete
<br />Rwww M Mr M
<br />EROSION CONTROL
<br />PIPE DISCHARGE
<br />Dawn by JLD
<br />awWW COUNTY OF SAN JOAQUIN a-,- SEPT. 1991
<br />I..,. Nn NF OrPrn-1 - Pueuc WNas K• law K•. O _ 2'
<br />RECORD DRAWING
<br />rJ
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />.he 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 Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<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 />AI
<br />- TYPICAL TRENCH BACKFILL ~
<br />_ JLD
<br />w COUNTY OF SAN JOAQUIN NI• SEPT. 1991
<br />NONE down.., or puxc wpaba
<br />Rip -Rap
<br />Swale
<br />v���• f Fence
<br />4:11 max.
<br />1
<br />15' Ro
<br />typ.
<br />SECTION A -A
<br />fmin.
<br />Erosion control 10'
<br />pipe discharge A A
<br />See Std. Dwg. 11
<br />No. D-2 .
<br />6' chain link fence
<br />5' with plastic slots
<br />4:1� max. Rip -Rap
<br />\� swale
<br />R/W o ,c Dbl. )
<br />gates Sidewalk
<br />_ Min
<br />° H -.opening 18'--1
<br />Drain Drain manhole
<br />NOTE
<br />system :
<br />Size of basin and depth
<br />to be determined by
<br />hydraulic calculation
<br />'^ Manhole
<br />STANDARD
<br />COMMUNITY
<br />Wa.nor JLD RETENTION BASIN
<br />oh d °r - COUNTY OF SAN JOAQUIN 0e- SEPT. 1991
<br />x.I. NnNF sawalo o or Pueuc waxe a.wm K.. D - 24
<br />JOB. NO. 2649 A & K RAILROAD MATERIALS INC .
<br />WONG ENGINEERS, INC. DATE JAN 1990
<br />'GI PLANNING Is ENGINEERING • SURVEYING SCALE HORIZ
<br />�+ STOCKTON, CALIFORNIA SCALE VERT
<br />DRAWN DETAI L SHEET
<br />QA66AA J�2 R.C.E. NO. 14269 DESIGN WE
<br />CHECK
<br />CALIFORNIA
<br />SHEET
<br />4
<br />OF 5
<br />FILE
<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 0.5feet.
<br />Existing Pavement
<br />6" Min. ---I
<br />�6' 6'.
<br />I� 6" Min.
<br />(TYP-)
<br />(TYp.)
<br />T,
<br />ampcct in 12" max.
<br />3'-0'
<br />layers to a min.
<br />relative compaction
<br />of 959°• under pavement
<br />\ __________
<br />/and shoulders, and \ ______
<br />/Variable
<br />-_-_-_-_-_---_--_-_
<br />90% outside shoulders. \
<br />Variable \ __-
<br />--- Compact in 24" max.
<br />layers to a minimum w
<br />relative compaction
<br />i
<br />D+12"
<br />of 85%.
<br />O.D./2
<br />Compact in 6" la ers '
<br />�\
<br />to a minimum re%alive
<br />compaction of 90%.
<br />10" Min.
<br />0. D.
<br />10" Min. 10" Min.- O.D.
<br />10" Min.
<br />O.D.
<br />O.D.
<br />+
<br />20"
<br />Min. + 20" Min.
<br />RIGID
<br />CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />.he 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 Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<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 />AI
<br />- TYPICAL TRENCH BACKFILL ~
<br />_ JLD
<br />w COUNTY OF SAN JOAQUIN NI• SEPT. 1991
<br />NONE down.., or puxc wpaba
<br />Rip -Rap
<br />Swale
<br />v���• f Fence
<br />4:11 max.
<br />1
<br />15' Ro
<br />typ.
<br />SECTION A -A
<br />fmin.
<br />Erosion control 10'
<br />pipe discharge A A
<br />See Std. Dwg. 11
<br />No. D-2 .
<br />6' chain link fence
<br />5' with plastic slots
<br />4:1� max. Rip -Rap
<br />\� swale
<br />R/W o ,c Dbl. )
<br />gates Sidewalk
<br />_ Min
<br />° H -.opening 18'--1
<br />Drain Drain manhole
<br />NOTE
<br />system :
<br />Size of basin and depth
<br />to be determined by
<br />hydraulic calculation
<br />'^ Manhole
<br />STANDARD
<br />COMMUNITY
<br />Wa.nor JLD RETENTION BASIN
<br />oh d °r - COUNTY OF SAN JOAQUIN 0e- SEPT. 1991
<br />x.I. NnNF sawalo o or Pueuc waxe a.wm K.. D - 24
<br />JOB. NO. 2649 A & K RAILROAD MATERIALS INC .
<br />WONG ENGINEERS, INC. DATE JAN 1990
<br />'GI PLANNING Is ENGINEERING • SURVEYING SCALE HORIZ
<br />�+ STOCKTON, CALIFORNIA SCALE VERT
<br />DRAWN DETAI L SHEET
<br />QA66AA J�2 R.C.E. NO. 14269 DESIGN WE
<br />CHECK
<br />CALIFORNIA
<br />SHEET
<br />4
<br />OF 5
<br />FILE
<br />
|