|
Know what's below.
<br />Cal I before you dig.
<br />2'-6"
<br />2'-0"
<br />1
<br />�2
<br />12
<br />{'
<br />.. JA
<br />1
<br />..
<br />VERTICAL
<br />CURB AND GUTTER
<br />7'-6" Min or as shown on plans
<br />5'-0" Min or as shown on plans Im
<br />2'-6
<br />VERTICAL
<br />CURB, GUTTER AND SIDEWALK
<br />NOTES:
<br />1Q
<br />1/2" x 24" rebar, greased and wrapped one side through all expansion and cold
<br />joints.
<br />Approved by:
<br />VERTICAL CURB,
<br />GUTTER AND SIDEWALK
<br />No. ReVi-sioln Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOUDate: MAY 2020 Std. Dwg. No. R'7
<br />NOTES:
<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 />2. The resurfacing requirements shall be in addition to County Standard Drawing No.
<br />R-29.
<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 />4. If cross—cutting is performed on Local Roads at intervals less then 150' a Seal
<br />Coat for that half of the roadway containing the trench can be used in lieu of
<br />resurfacing. Section 2-5.03 (B-2).
<br />Paved Shoulder
<br />r ---%J
<br />n
<br />W
<br />U
<br />O
<br />+� U)
<br />V)
<br />EO
<br />L
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<br />TRENCH CUTTING POLICY Approved by: ,
<br />. CROSS CUTTING OF 16�41j
<br />COUNTY ROADWAYS No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working YOU Date: MAY 2015 1Std. Dwg. No. R-36
<br />Width as shown on plans On—Site
<br />5" (Max—Width 40') ® Sidewalk FM Detectable
<br />14'-1g (Optional) Warning Surface
<br />RP 11'-0" 10'-0" Max Expansion Joint,
<br />Spacing (If on—site 0 X 6" Curb
<br />P g
<br />6" Curb A PCC Driveway) ,'`� 0
<br />(if no sidewalk) 00
<br />O °°°°°°°°° x °°°000,0'.0c')12>,
<br />0 0 0 0 +� U 0000
<br />:Y 8.33% 00000000 a �_ °°°0°08.33%
<br />LO o°o°o°o �� O O O o°o°o°o
<br />U Max 0o°0 0 7 o— 00000° Max 1
<br />I o°o°o M7� S cn 0Y Q)000°0
<br />O D N 2 45' (TYP)
<br />5 Detectable 3 Bevel T
<br />Warning Surface (YP) 1'_6"
<br />31-6111
<br />A Expansion Joint
<br />PLAN (TYP)
<br />Back of walk 1
<br />t�Top of curb Ramp 1
<br />2" 45' 12„(TYP)
<br />,Bevel (Ty p) Lip ,�
<br />Flow line ELEVATION
<br />2'-0" 1'-6" 2'-0"
<br />1101- -do
<br />—P,),
<br />.
<br />War 2 45 Ramp
<br />12„ Lip p Bevel (TYP)
<br />8„ .
<br />a , '
<br />1"
<br />—► � 1 2
<br />3 SECTION A -A 2 12„ Clr
<br />r` _ _ 1 _ A 1 __ _ C I r
<br />NOTES:
<br />1❑ 12" grooved border.
<br />❑2 #4 rebar 18" Center to Center each way. The entire width of the driveway and ramp.
<br />03 Gutter pan dimensions per County Standards.
<br />® Width greater than 40 feet subject to Director's approval.
<br />❑5 Curb ramps shall have a detectable warning surface that extends the full
<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 />Provisions and the latest State Standard Plan A88A.
<br />Uri # Approved by:
<br />TYPE 1
<br />COMMERCIAL DRIVEWAY
<br />No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOU Date: MAY 20151 Std. Dwg. No. R-13
<br />See Note 1 Below
<br />Existing
<br />6" Minim 6" Pavement 6" - 6" Min
<br />(TYP) (Typ) SI EG FRI ED
<br />� See Note 2 Below „
<br />3'-0" �\ 'Compact in 12" max ��\ \\\ 3 —0
<br />— — — — — — — _ \\� layers to a min relative �\ — 3428 Brookside Road
<br />— — — — — — i compaction of 95% — Var Stockton, California 95219
<br />_ -----_ \\� under pavement and \
<br />Var \\ --- — \\ 90% outside pavement. \\ 209-943-2021
<br />— — \� \� Fax: 209-942-0214
<br />�\ p\\ Compact in 24" max OD +12" www.siegfriedeng.com
<br />\\/ layers to a min relative
<br />OD/2 �\ \� compaction of 85%. \\\
<br />�—Compact in 6" layers
<br />to a min relative
<br />compaction of 90%.
<br />10" Min OD 10" Min 10" Min -
<br />• M.
<br />RIGID CONDUIT
<br />�0D10" Min
<br />OD
<br />Do-
<br />+ 20" Min
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. New pavement shall be 1 " thicker than existing pavement, minimum
<br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft.
<br />2. Select native material or imported granular material as approved by the Director
<br />of Public Works. Backfill with materials equal to or better than the existing
<br />pavement and base in quality.
<br />3. 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 />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />5. Jetting or ponding will be permitted within the street right—of—way with
<br />a 3 year bond, when approved by the Director of Public Works.
<br />6. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />7. Special bedding and backfill requirements may be shown on the plans or
<br />specified in the special provisions.
<br />Approved by:
<br />TYPICAL TRENCH BACKFILL < gra-
<br />No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOU Date: DEC 2014 Std. Dwg. No. R-29
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />QRpF ESS/o
<br />c i �P .0, c'
<br />o. 7
<br />* Exp. 12/31 /22
<br />CNIL D��P
<br />4F CA,��F
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />DETAILS 11
<br />Pro] Mgr
<br />AKM
<br />4_0
<br />o
<br />ARM
<br />Date 07/22/2022
<br />Job No.
<br />21172
<br />SHEET:
<br />OCT1
<br />9
<br />OF: 9
<br />U
<br />U 2,-0„
<br />0
<br />L.�
<br />Score mark if monolithic pour
<br />1„
<br />1.5%(1 % to 2% allowable) Typ
<br />2"
<br />i
<br />A.
<br />„ 12 C—C
<br />TYP
<br />:.
<br />.•:.....: '
<br />y .4 . ...••.
<br />„
<br />•
<br />VERTICAL
<br />CURB, GUTTER AND SIDEWALK
<br />NOTES:
<br />1Q
<br />1/2" x 24" rebar, greased and wrapped one side through all expansion and cold
<br />joints.
<br />Approved by:
<br />VERTICAL CURB,
<br />GUTTER AND SIDEWALK
<br />No. ReVi-sioln Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOUDate: MAY 2020 Std. Dwg. No. R'7
<br />NOTES:
<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 />2. The resurfacing requirements shall be in addition to County Standard Drawing No.
<br />R-29.
<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 />4. If cross—cutting is performed on Local Roads at intervals less then 150' a Seal
<br />Coat for that half of the roadway containing the trench can be used in lieu of
<br />resurfacing. Section 2-5.03 (B-2).
<br />Paved Shoulder
<br />r ---%J
<br />n
<br />W
<br />U
<br />O
<br />+� U)
<br />V)
<br />EO
<br />L
<br />J U
<br />TRENCH CUTTING POLICY Approved by: ,
<br />. CROSS CUTTING OF 16�41j
<br />COUNTY ROADWAYS No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working YOU Date: MAY 2015 1Std. Dwg. No. R-36
<br />Width as shown on plans On—Site
<br />5" (Max—Width 40') ® Sidewalk FM Detectable
<br />14'-1g (Optional) Warning Surface
<br />RP 11'-0" 10'-0" Max Expansion Joint,
<br />Spacing (If on—site 0 X 6" Curb
<br />P g
<br />6" Curb A PCC Driveway) ,'`� 0
<br />(if no sidewalk) 00
<br />O °°°°°°°°° x °°°000,0'.0c')12>,
<br />0 0 0 0 +� U 0000
<br />:Y 8.33% 00000000 a �_ °°°0°08.33%
<br />LO o°o°o°o �� O O O o°o°o°o
<br />U Max 0o°0 0 7 o— 00000° Max 1
<br />I o°o°o M7� S cn 0Y Q)000°0
<br />O D N 2 45' (TYP)
<br />5 Detectable 3 Bevel T
<br />Warning Surface (YP) 1'_6"
<br />31-6111
<br />A Expansion Joint
<br />PLAN (TYP)
<br />Back of walk 1
<br />t�Top of curb Ramp 1
<br />2" 45' 12„(TYP)
<br />,Bevel (Ty p) Lip ,�
<br />Flow line ELEVATION
<br />2'-0" 1'-6" 2'-0"
<br />1101- -do
<br />—P,),
<br />.
<br />War 2 45 Ramp
<br />12„ Lip p Bevel (TYP)
<br />8„ .
<br />a , '
<br />1"
<br />—► � 1 2
<br />3 SECTION A -A 2 12„ Clr
<br />r` _ _ 1 _ A 1 __ _ C I r
<br />NOTES:
<br />1❑ 12" grooved border.
<br />❑2 #4 rebar 18" Center to Center each way. The entire width of the driveway and ramp.
<br />03 Gutter pan dimensions per County Standards.
<br />® Width greater than 40 feet subject to Director's approval.
<br />❑5 Curb ramps shall have a detectable warning surface that extends the full
<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 />Provisions and the latest State Standard Plan A88A.
<br />Uri # Approved by:
<br />TYPE 1
<br />COMMERCIAL DRIVEWAY
<br />No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOU Date: MAY 20151 Std. Dwg. No. R-13
<br />See Note 1 Below
<br />Existing
<br />6" Minim 6" Pavement 6" - 6" Min
<br />(TYP) (Typ) SI EG FRI ED
<br />� See Note 2 Below „
<br />3'-0" �\ 'Compact in 12" max ��\ \\\ 3 —0
<br />— — — — — — — _ \\� layers to a min relative �\ — 3428 Brookside Road
<br />— — — — — — i compaction of 95% — Var Stockton, California 95219
<br />_ -----_ \\� under pavement and \
<br />Var \\ --- — \\ 90% outside pavement. \\ 209-943-2021
<br />— — \� \� Fax: 209-942-0214
<br />�\ p\\ Compact in 24" max OD +12" www.siegfriedeng.com
<br />\\/ layers to a min relative
<br />OD/2 �\ \� compaction of 85%. \\\
<br />�—Compact in 6" layers
<br />to a min relative
<br />compaction of 90%.
<br />10" Min OD 10" Min 10" Min -
<br />• M.
<br />RIGID CONDUIT
<br />�0D10" Min
<br />OD
<br />Do-
<br />+ 20" Min
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. New pavement shall be 1 " thicker than existing pavement, minimum
<br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft.
<br />2. Select native material or imported granular material as approved by the Director
<br />of Public Works. Backfill with materials equal to or better than the existing
<br />pavement and base in quality.
<br />3. 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 />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />5. Jetting or ponding will be permitted within the street right—of—way with
<br />a 3 year bond, when approved by the Director of Public Works.
<br />6. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />7. Special bedding and backfill requirements may be shown on the plans or
<br />specified in the special provisions.
<br />Approved by:
<br />TYPICAL TRENCH BACKFILL < gra-
<br />No. Revision Description Date
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />Working for YOU Date: DEC 2014 Std. Dwg. No. R-29
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />QRpF ESS/o
<br />c i �P .0, c'
<br />o. 7
<br />* Exp. 12/31 /22
<br />CNIL D��P
<br />4F CA,��F
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />DETAILS 11
<br />Pro] Mgr
<br />AKM
<br />Drawn by
<br />ARM
<br />Date 07/22/2022
<br />Job No.
<br />21172
<br />SHEET:
<br />OCT1
<br />9
<br />OF: 9
<br />
|