|
NOTES:
<br />1. The structural section shall be determined
<br />by the roadway design standards and
<br />Standard Drawing No. R-•27.
<br />2. For curb, gutter and sidewalk details, refer to
<br />Standard Browing No.R-5 and R-6.
<br />T- RM W
<br />JLD
<br />w
<br />NONE
<br />1/2' 2 1
<br />r Z, r--•
<br />�-- 2X
<br />LOCAL RESIDENTIAL
<br />34
<br />Be OwbJ
<br />COLLECTO IDENTIAL
<br />�ryw
<br />� xr
<br />va axb
<br />& % sae LOCAL COMMERCIAL
<br />W
<br />m
<br />v«tsoa� auras LOCAL INDUSTRIAL
<br />TYPICAL STREET
<br />COUNTY ~ OF SAN JOAQUIN
<br />srnrrM ar wUwID �ws
<br />AC.
<br />r1 O eM
<br />i
<br />Skk waft mW
<br />ko r1gk**
<br />-�_-SEPT. 1991
<br />�• w R-1
<br />j6" 2'-0"
<br />3/4" R Depressed letter 'W
<br />(•) / or 'Sr (two inches
<br />'- Level line ¢ i� high) in curb to
<br />�° / identify service
<br />locations
<br />kA"
<br />� 1 A' A'• A' + A•, A A•• 1 , w •+A ��,�
<br />1,4
<br />r Three 5/S' x 24!PPP long steel W-- Water lire
<br />dowels, grossed and S-- Sanitary sewer line
<br />wrapped one side through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />E
<br />---•.i r- bevel line
<br />j-- Broom finish r -31e R
<br />1 j Scored line if ' (t,'p•) 1'
<br />monollthic pmjr �-�•# 6' broom '� \
<br />r j Slope 1%4" per 1' finishAL
<br />- n
<br />'4'
<br />.<•••• f'.<
<br />5/S" x 24' long steel dowels
<br />- spaced 12" c.c., greased and
<br />�1:2r_j r1 1/2" dt 3 1/r keywrapped one side throughI
<br />every expansion joint. unless poured monolithic
<br />CURB, GUTTER & SIDEWALK
<br />NOTES:
<br />1. Construct 315' expansion joints 0 200' maximum and 11",C returns, around
<br />light poles, hydrants and other fixedobjects at sldewo;k.
<br />2. Transverse weakened piano joints shall constructed O 12' maximum +
<br />intervals. j
<br />3. All radii are 3/4" unless otherwise specified.
<br />i 4. Curb, gutter. and sidewalk should have a broom finish.
<br />5. All curb returns shall be type A curb and gutter.
<br />6. For subgrode "W value less than 50, place six inches aggregate subbase
<br />under all concrete and compact to 90%. Subgrade material under curb gutter
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />Inches.
<br />TYPE "A7
<br />-.... ._ _ CURB, GUTTER, & SIDEWALK = -- --,
<br />-m--- i COMMERCIAL & INDUSTRIAL
<br />&low
<br />r
<br />IF C.D OF .,� SEK. 1491
<br />NOW _ �1M11erR 4riiiiiiiiii
<br />e1rAe
<br />•� _. 7-
<br />SPEN SURVE
<br />801 17th STREET, SUITE F, MODESTO, CA, 95354
<br />PH: (209) 526 9724
<br />NOTES:
<br />1, The structural section shall be determined
<br />by the roadway design standards and
<br />Standard Drawing No. R--27,
<br />2. For curb,utter and sidewalk details, refer to
<br />Standard Drawing No. R•-5 and R-6.
<br />42' 4r
<br />4 1/r 4 1 O
<br />1/r
<br />---• - - as
<br />r +� 2X
<br />(trp)
<br />� MINOR kRTERIAL Ac paves mu k 7BYvw Cd
<br />-A,ppregats barn J rrotlollr)
<br />R/W R R/W
<br />34' 3t' T
<br />4' 14' t t4
<br />ww "
<br />mmme- I <
<br />v«eoa wC110'
<br />Curb Curb row
<br />MAJO ARTERIAL/FOUR LA
<br />Imo-• -11a -----_;
<br />7 11t-
<br />R- 1
<br />/2"R-1 /2"
<br />• Slope 10
<br />•
<br />w•
<br />Pavement do
<br />base 1-L_ R-1 I
<br />1 11r
<br />R
<br />o Boar t
<br />to
<br />-See Note 3 1 I Mo. X er doweb spooed
<br />4 on ow t w mm- or xY
<br />TYPE "B" CURB TYPE "C" CURB
<br />Type ' R' curb may be used for igh side ""Cr curb ahrtli be used
<br />of Frontage Roads and media Ide of ; a Traffic islands only.
<br />Expressways and Major Mari ¢
<br />NOTES:
<br />1. Construct exponsio oints at 200' maximum and at rete around poles, hydrants,
<br />other objects In ewalk, and driveway.
<br />2. Transverse woo plane joints shall be constructed at 10' oximum intervals.
<br />3. All radii are 3 unless otherwise noted.
<br />4. Curb, ggutter, sidewalk shall have a fine broom finish.
<br />5. All curb ret s shall be type A curb and gutter.
<br />6. For subg ""W values less than 50. place six inches aggregate base under
<br />all conc and compact to 90%. Subgrade material under curb, g r and
<br />sidewal hail be compacted to 90% rekrtive compaction to a depth o six inches.
<br />^ 1 TY P E $7 8f, 11 Cf, f1 For
<br />.t
<br />MEDIAN CURB & GUTTERS
<br />JLD
<br />Slope 1 per fool
<br />i
<br />Seven 5/8'' x 24' long
<br />steel dowels greased and
<br />wrapped one side through
<br />I every expansion joint
<br />i
<br />4
<br />NOTES:
<br />i
<br />1.
<br />Refer to Standard
<br />'
<br />plane joints, cons
<br />1
<br />l �
<br />t,Mdin n f AC parem" or.
<br />Curb Boat maiiVaebad after dr
<br />3.
<br />All radii aro 3/4"
<br />4.
<br />MAJOR ARTERIAL -EXPRESSWAY/ SIX LANE
<br />5.
<br />All curb retu sh
<br />S.
<br />TYPICAL- STREET111im
<br />I
<br />iir rum !ft
<br />}
<br />curb g and a
<br />#
<br />to 0 of six
<br />JLD
<br />w
<br />_
<br />COUNTY Of SAN JOu;QU1N � �
<br />SEPT. 1991
<br />NONE
<br />a1n11rlwr OF rim
<br />F�„r,,,,,
<br />R- r
<br />(typ• --
<br />i
<br />1'--D•
<br />r_
<br />E
<br />' Type 'r curb do apron
<br />for u
<br />::
<br />♦ on medians.
<br />I
<br />t,WRYe/
<br />io
<br />` arr�1N 11w R - 9
<br />•.�. • ; !6 Two 5/g' x 24' long steel
<br />' a' ''• ` `- 1
<br />els
<br />at on center greased
<br />SCALE=: H: -NTS
<br />wrapped one side throug
<br />ery s
<br />i
<br />V: NTS
<br />expansion joint.
<br />O ENS
<br />DESIGN CONSULTANTS
<br />Note 3 fJ`
<br />TYPE
<br />Cu CU and APRON
<br />7 11t-
<br />R- 1
<br />/2"R-1 /2"
<br />• Slope 10
<br />•
<br />w•
<br />Pavement do
<br />base 1-L_ R-1 I
<br />1 11r
<br />R
<br />o Boar t
<br />to
<br />-See Note 3 1 I Mo. X er doweb spooed
<br />4 on ow t w mm- or xY
<br />TYPE "B" CURB TYPE "C" CURB
<br />Type ' R' curb may be used for igh side ""Cr curb ahrtli be used
<br />of Frontage Roads and media Ide of ; a Traffic islands only.
<br />Expressways and Major Mari ¢
<br />NOTES:
<br />1. Construct exponsio oints at 200' maximum and at rete around poles, hydrants,
<br />other objects In ewalk, and driveway.
<br />2. Transverse woo plane joints shall be constructed at 10' oximum intervals.
<br />3. All radii are 3 unless otherwise noted.
<br />4. Curb, ggutter, sidewalk shall have a fine broom finish.
<br />5. All curb ret s shall be type A curb and gutter.
<br />6. For subg ""W values less than 50. place six inches aggregate base under
<br />all conc and compact to 90%. Subgrade material under curb, g r and
<br />sidewal hail be compacted to 90% rekrtive compaction to a depth o six inches.
<br />^ 1 TY P E $7 8f, 11 Cf, f1 For
<br />.t
<br />MEDIAN CURB & GUTTERS
<br />JLD
<br />Slope 1 per fool
<br />i
<br />Seven 5/8'' x 24' long
<br />steel dowels greased and
<br />wrapped one side through
<br />I every expansion joint
<br />i
<br />4
<br />NOTES:
<br />i
<br />1.
<br />Refer to Standard
<br />'
<br />plane joints, cons
<br />2.
<br />In lieu of the key
<br />may be used.
<br />3.
<br />All radii aro 3/4"
<br />4.
<br />Curb, gutter. a
<br />5.
<br />All curb retu sh
<br />S.
<br />For subgrad IY
<br />I
<br />base unde Il cc
<br />}
<br />curb g and a
<br />#
<br />to 0 of six
<br />7.
<br />Con exponsh
<br />Dole. vdrants. at
<br />Key joint !
<br />unless monolithic
<br />pour
<br />� 1/r
<br />of score marks, weakened
<br />Pa.
<br />x311r
<br />ate sub
<br />erial under
<br />compaction
<br />STANDARD DETAILS
<br />SAN JOAQUIN
<br />COUNTY
<br />LIGURIAN VILLAGE
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />See Det.
<br />i
<br />1
<br />1 117' ---t �-�� 10 1/2- R
<br />i w•, w•, A• a•, a• a• a•, A•, w•• A�^T�
<br />+ 1 .. .. . < . •. • • = . • Depressed letter ' WO
<br />! or 'S� (two inches
<br />high) in curb to
<br />iden{ify service
<br />I Three-- 5/B` x 24' long steel locations
<br />dowels, greased and wrapped
<br />one side through every
<br />j expansion joint. TYPE "E" BEVEL
<br />CURB & GUTTER ` ' -
<br />i --- 4'-6" min. 12" • 2' -Or
<br />i
<br />i (sidewalk) " f
<br />Broom finish 1 1
<br />4 11r1 r
<br />Slope t/4" per 1'
<br />12" L.. 1
<br />�. _ .. Z__.Optional
<br />subgrade ` 6" Min.
<br />yp•
<br />9 Seven- 51T x 24" long steel Broom finish
<br />dowels, greased and wrapped \---- At returns
<br />one side through every
<br />expansion joint
<br />MONOLITHIC BEVEL
<br />NOTES:CURB, GUTTER & SIDEWALK
<br />j 1. Construct expansion joints 0 200' maximum and at returns, around }
<br />! poles. hydrants, other fixed objects in sidewalk. and driveways
<br />2. Transverse weakened plane joints shall be constructed 0 10' maximum
<br />intervals.
<br />13. All radii aro 3/4' unless otherwise noted.
<br />4. Curb. gutter do sidewalks shall have a fine broom finish.
<br />5. All curb return shall be type A curb and gutter.
<br />6. For subgrode "R' value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 90X. Subgrade material under
<br />I curb gutter and sidewalk shall be compacted to 90% relative compaction #
<br />to a depth of six inches.
<br />TYPE " E" ,�.• f
<br />�- - -- - _ CURB, GUTTER, & SIDEWALK
<br />JLD RESIDENTIAL STREETS _ �_ �� sEi:
<br />COU OF SAN JOAQUIN
<br />_
<br />See Standard Drawing No. R--5
<br />type 'r curb and gutter for dimensions . _7
<br />drp,
<br />See Standard Drawing No. R--6
<br />for type "A" curb and gutter for
<br />_ . dimensions t
<br />23570 So. Olive Avenue DESS
<br />Ri on, CA. 95366 CHEF
<br />(2 9) 5.99-5224
<br />AS -
<br />9259
<br />)ATE
<br />9/30/93
<br />'HEET
<br />OF 20
<br />3g166.15c.
<br />i
<br />3
<br />1
<br />_1/x
<br />expansion joints
<br />rr
<br />�--- per
<br />Standard
<br />r f .
<br />Drawing
<br />No. R--11 �
<br />F
<br />}
<br />f
<br />CURB TRANSITION
<br />F�„r,,,,,
<br />DETAIL
<br />E
<br />t,WRYe/
<br />,IIID
<br />` arr�1N 11w R - 9
<br />SCALE=: H: -NTS
<br />V: NTS
<br />I&L
<br />O ENS
<br />DESIGN CONSULTANTS
<br />DRAWN DLJ
<br />23570 So. Olive Avenue DESS
<br />Ri on, CA. 95366 CHEF
<br />(2 9) 5.99-5224
<br />AS -
<br />9259
<br />)ATE
<br />9/30/93
<br />'HEET
<br />OF 20
<br />3g166.15c.
<br />
|