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<br />0
<br />CIDN
<br />iW
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<br />.41 2'-6"
<br />2'-0"
<br />Width as shown on plans On -Site
<br />5 (Max -Width 40') ® Sidewalk ra Detectable
<br />14'-1g (Optional) Warning Surface
<br />See Note 1 Below
<br />1 "
<br />12
<br />�► 2"
<br />RP Expansion Joint,
<br />1 1 -0 _ _0,10'—O" Max
<br />Spacing (If on-site X 6 Curb
<br />6" Curb A PCC Driveway) n 0
<br />Existing
<br />6" Min 6" Pavement � 6" �6" Min
<br />(Typ) (Typ)
<br />..
<br />.. 12„
<br />d.
<br />,;. 6„
<br />(if no sidewalk) CO
<br />.' • . , ..
<br />\ \
<br />S I E G F R I E D
<br />0
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<br />X 00000°°00
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<br />+� ° �, 0°0°0°0°
<br />12
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<br />8.33% o°°°
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<br />layers to a min relative
<br />3428 Brookside Road
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<br />°0°O°
<br />n
<br />a) N 1 „ ° �/
<br />° 2 45
<br />T
<br />(Typ)
<br />\ -- \\� \\ \�
<br />r compaction of 95% r
<br />\ _ _ _ _ _ - p _ _ _ _ _ _ _ Var
<br />and \ -
<br />Stockton, California 95219
<br />•' •, ..
<br />4 = .,....... .... • :..�
<br />5 Detectable
<br />- Bevel T
<br />(yp)
<br />- - - - - - - - \\ under pavement
<br />- - - - - -
<br />209-943-2021
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<br />Warning Surface
<br />°- 1'-6"
<br />Var �\ _ - --- \\\ 90% outside pavement. \�
<br />Fax: 209-942-0214
<br />did�\
<br />1
<br />- \\ Com act in 24" max �\ \\ OD+12"
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<br />www.siegfriedeng.com
<br />3'-6"
<br />\\ layers to a min relative \\
<br />VERTICAL
<br />A� Expansion Joint
<br />PLAN Typ
<br />OD/2 Z\ compaction of 85%.
<br />\ \,
<br />CIVIL
<br />CURB AND GUTTER
<br />rs `
<br />\ \\�\,\ \ Compact i n 6" layers
<br />Back of walk
<br />Ramp al
<br />Top of curb
<br />to a min relative
<br />compaction of 90%.
<br />1 (Typ)
<br />45°
<br />2"
<br />12" Lip
<br />10" Min OD 10" Min 10" Min ODS 10" Min
<br />LANDSCAPE
<br />7'-6" Min or as shown on plans
<br />Bevel (Typ)
<br />OD OD
<br />5'-0" Min or as shown on plans 2'-6"
<br />+ 20" Min + 20" Min
<br />SURVEYING
<br />o �
<br />Flow line ELEVATION
<br />PLANNING
<br />0 2'-0"
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />ATHLETIC
<br />Score mark if monolithic pour 1�„
<br />2'-0" —1 6" 2'-0" 6'-6"
<br />FACILITY DESIGN
<br />2„
<br />.1.5%(1% to 2% allowable Typ �
<br />• 1
<br />„.: • :. :. 1 "
<br />1 ' 45-
<br />1 �� Warp Bevel (Typ) Ram P
<br />1 �P
<br />REVISIONS
<br />,'a,. :. .:.:
<br />4 1
<br />'•!'•a:.:••: i '.�•..•:• ;. : •• '.. .•., 4• .�• d •.•. •d: ;': ;.._' .: .. ::e 6„ 2
<br />2
<br />NOTES:
<br />'
<br />New shall be 1' thicker than existing minimum
<br />No. Date Description
<br />.,,:.
<br />d.
<br />. pavement pavement,
<br />"
<br />1 12/15/23 COUNTY
<br />„ •; , a• d a:. .. , ' " •
<br />12 C
<br />�� ,. .a
<br />8 • .
<br />of 0.25 Ft. New base shall be 1 thicker than existing base, min of 0.50 Ft.
<br />COMMENT S
<br />-C � d
<br />6" ;::• . .: " "> ;p ..1. 8"
<br />Typ ._..:a ...; ., : , ; • ...
<br />•,
<br />1 "
<br />-
<br />1 2
<br />2. Select native material or imported granular material as approved by the Director
<br />2 01/08/24 COUNTY
<br />Y , d • • •,
<br />1 ' d
<br />2 1 „
<br />3 SECTION A -A 1112
<br />2 Clr
<br />of Public Works. Backfill with materials equal to or better than the existing
<br />COMMENTS
<br />Clr
<br />pavement and base in quality.
<br />Scale: None
<br />3. Relative compaction of materials shall be tested in accordance with
<br />3 02/06/24 COUNTY
<br />NOTES:
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />COMMENTS
<br />VERTICAL
<br />1❑ 12„ grooved border.
<br />method No. California 216 or 231.
<br />CURB, GUTTER AND SIDEWALK
<br />2 4 rebar 18 Center to Center each way. The entire width of the driveway and ram
<br />❑ # y y p
<br />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />❑3 Gutter dimensions County Standards.
<br />5. Jetting or ponding will be permitted within the street right-of-way with
<br />pan per
<br />a 3 year bond, when approved by the Director of Public Works.
<br />® Width greater than 40 feet subject to Director's approval.
<br />6. When shown by soil composition and compactability, ninety percent (90%)
<br />NOTES:
<br />Curb ramps shall have a detectable warning surface that extends the full
<br />compaction may be used, when approved by the Director of Public Works.
<br />1/2" x 24" rebar, greased and wrapped one side through all expansion and cold
<br />width and 3'-0” depth of the ramp. Detectable Warning Surfaces shall
<br />conform to the details on this plan and the requirements in the Special
<br />7. Special beddingand backfill requirements may be shown on the plans or
<br />p q y
<br />joints.
<br />Provisions and the latest State Standard Plan A88A.
<br />specified in the special provisions.
<br />�
<br />•
<br />VERTICAL CURB,
<br />Approved by:
<br />-----
<br />41
<br />TYPE 1
<br />Approved by:
<br />'
<br />R.,�
<br />TYPICAL TRENCH BACKFILL
<br />Approved by:
<br />GUTTER AND SIDEWALK
<br />COMMERCIAL DRIVEWAY
<br />No. RKsichi Description Date
<br />No. Revision Description Date
<br />No. Revision Description
<br />Date
<br />-
<br />COUNTY OF SAN JOA Q UIN
<br />I
<br />COUNTY OF SAN JOA Q UIN
<br />COUNTY OF SAN JOA Q UIN
<br />orlemg for YOU
<br />DEPARTMENT OF PUBLIC WORKS
<br />I
<br />Worldn for YOU
<br />DEPARTMENT OF PUBLIC WORKS
<br />Worldng for YOU
<br />DEPARTMENT OF PUBLIC WORKS
<br />Std. Dwg. No. R-7
<br />Std. Dwg. No. R-13
<br />Std. Dwg. No. R-29
<br />Date: MAY 2015
<br />Date: MAY 2020
<br />Date: DEC 2014
<br />PROJECT
<br />/3\(
<br />NOTES:1
<br />5'-6" Top of Curb
<br />1. If the distance between cross -cuts are less then 150' the entire area between
<br />corss-cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete.
<br />1 „
<br />72
<br />30° Min
<br />2. The resurfacing requirements shall be in addition to County Standard Drawing No.
<br />�_________L� „
<br />R-29.
<br />3„
<br />r7�0
<br />_---
<br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs within
<br />the shoulder or lane, only that area shall be resufaced as shown.
<br />(Typ) 11
<br />2
<br />---
<br />,�
<br />4. If cross -cutting is performed on Local Roads at intervals less then 150' a Seale
<br />a Pavement & Base
<br />Flowline / PLAN
<br />SANGUINETTI
<br />Coat for that half of the roadway containing the trench can be used in lieu of
<br />° 6"
<br />°
<br />°f ' 24"
<br />LANE FRONTAGE
<br />resurfacing. Section 2-5.03 (B-2).
<br />° - a
<br />gutter
<br />\
<br />IMPROVEMENTS
<br />7�
<br />C3
<br />..
<br />1
<br />Expansion Expansion joint
<br />Q)�
<br />Joint Lip of gutter Catchbasin assembly to be
<br />C'
<br />TYPE "B" VERTICAL CURB
<br />set 1 below flowline of gutter
<br />�°
<br />C7)=0
<br />C. -C
<br />Paved Shoulder Q
<br />I
<br />Sidewalk 4" throat opening -F24"
<br />g" p g
<br />\
<br />1717 SANGUINETTI LN.
<br />Q 0
<br />o
<br />�Q) �
<br />� �
<br />asphalt concrete
<br />153 "
<br />,' •° °.- •a ,• _ 116
<br />STOCKTON, CA 95205
<br />CL
<br />'
<br />-.0 18 _
<br />base
<br />o
<br />12
<br />1 " sub base GRATE
<br />2 Dia bolt �.
<br />X12 "
<br />J
<br />QRpFES$j�
<br />c���MF,Q��`
<br />° �2„
<br />f :� 2 Min 251 „
<br />4' Max 2
<br />��P
<br />r
<br />Ifil) r'
<br />a a° g
<br />12
<br />24" Dia concrete y
<br />pipe (see note 4) 1C
<br />o• 7A
<br />E�xp /24
<br />a °
<br />I.. 12 Dia
<br />Mn S=1%Min
<br />C12N/I3L1
<br />s14Q
<br />'9
<br />FOFCA`�FO
<br />c
<br />30
<br />°
<br />z ,
<br />°
<br />Grate seat
<br />12„ •
<br />I, a facing up
<br />DATE SIGNED: 02/06/24
<br />o
<br />o I
<br />\zE
<br />6„
<br />t
<br />SHEET TITLE
<br />U)
<br />I
<br />FRAME
<br />_
<br />TYPE F CURB & APRON
<br />SECTION
<br />0
<br />V4_1DETAILS
<br />11
<br />CD v
<br />o
<br />NOTES:
<br />+, V)
<br />1. All exposed steel shall be hot dipped galvanized.
<br />Io
<br />NOTES:
<br />2. Grate shall be chained to frame.
<br />J v
<br />1❑ 5/8" x 24" rebar, greased and wrapped one side through all expansion and cold
<br />3. Grate shall be depressed 1 " below gutter profile grade.
<br />joints.
<br />4. 24" pipe barrel shall be class II R.C.P., or class 2 or 3 non -reinforced
<br />concrete pipe.
<br />❑
<br />0
<br />Pro] Mgr AKM
<br />�
<br />TRENCH CUTTING POLICY
<br />CROSS CUTTING OF
<br />Approved by:
<br />�
<br />VERTICAL CURB AND
<br />Approved by:
<br />`�
<br />�
<br />TYPE 1
<br />Approved by:
<br />�����
<br />Drawn by ARM
<br />°
<br />COUNTY ROADWAYSNo.
<br />�
<br />2T.
<br />VERTICAL CURB WITH APRON
<br />CURB INLET CATCHBASIN
<br />Revision Description Date
<br />No . Revision Description
<br />Date
<br />No. Revision Description
<br />Date
<br />Date 02/06/2024
<br />COUNTY OF SAN JOA Q UIN
<br />COUNTY OF SAN JOA Q UIN
<br />COUNTY OF SAN JOA Q UIN
<br />- - ---
<br />Know what's below.
<br />DEPARTMENT OF PUBLIC WORKS
<br />YOU
<br />DEPARTMENT OF PUBLIC WORKS
<br />W06DEPARTMENT
<br />OF PUBLIC WORKS
<br />Job No. 21172
<br />Std. Dwg. No. R-36
<br />Std. Dwg. No. R-8$'
<br />Std. Dwg. No. D-1 3A
<br />Date:
<br />Date: DEC 2014
<br />Date: DEC 2014
<br />MAY 2015
<br />SHEET:
<br />Call before Y 9OU Cil .
<br />OCT1
<br />9 OF: 9
<br />
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