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Asphalt Concrete —
<br />Conform (Misc. Areas)(Type 1)
<br />Saw Cut Existing
<br />Pavement (Typ.)
<br />Conform
<br />Existing Surface
<br />3'
<br />0.95 Va r.
<br />A.C.
<br />_ _ O.D./2
<br />--- --- --
<br />1, O.D. 1,
<br />O.D.+2'
<br />EXISTING PAVEMENT / OVERLAY AREAS
<br />EXISTING CULVERT REMOVAL AREAS
<br />Note: Where existing culverts are being
<br />removed, the trench width may be
<br />reduced to O.D.+6" and the
<br />structure backfill material will be
<br />deleted.
<br />_TRENCH REPAIR [
<br />- STORM SEWER
<br />Place double layer of 6"x6" —
<br />W1.4xW1.4 welded wire fabric
<br />with 6" overlap A joint.
<br />Existing
<br />12"0 RC
<br />I EGENn
<br />® 90% Relative Compaction
<br />(Select Native Material)
<br />80% Relative Compaction
<br />(Select Native Material)
<br />Q 95% Relative Compaction
<br />(Structure Backfill Material)
<br />r( 1'
<br />TYP•)
<br />6„ (Typ.)
<br />Pour Class B Concrete
<br />collar to connect pipes
<br />as shown.
<br />PIPE CONNECTION DETAIL
<br />Saw Cut
<br />Existing Pavement
<br />1'
<br />Existing
<br />Roadway
<br />0.95'
<br />CURB, GUTTER
<br />Conform
<br />4'
<br />Remove Existing Island
<br />Place Type C Curb (Typ.)
<br />� Const.
<br />Alpine Avenue
<br />Existing Traffic Island (Typ.) r --
<br />30' 22' 64' 39' 12' 26.50' Place 30 L.F. Type C Curb.
<br />r 200' R
<br />-
<br />(Typ-)
<br />F
<br />Place 34 L.F. Type C Curb-.-//
<br />Connect to existing curb with
<br />1/2" x 12" dowel 1.5'R
<br />(Drill & Bond)(Typ.) / 4' (Typ')
<br />0.95' Asphalt Concrete -1.2'
<br />A.C. Misc. Areas Type 1 (Typ.) -� I Sta. 116+26 — Alpine Avenue
<br />A.C. Misc. Areas Type 1 (Typ.)
<br />ISLAND MODIFICATION DETAIL
<br />Conform to
<br />Top of A.C. Dike 1' Height
<br />Transition
<br />(Typ-)
<br />T
<br />18'f R=20' 14't
<br />(Typ.)
<br />Conform }
<br />R/W
<br />40'
<br />Notes:
<br />1. A.C. Dike Height shall be reduced to
<br />0.12' across driveway opening.
<br />2. Driveway Type D = 0.30' A.C.
<br />over shaped & compacted native
<br />material.
<br />0.5'
<br />Conform
<br />l
<br />Curb, Gutter and Sidewalk
<br />with Handicap Ramp. See
<br />S.J. Co. Std. R-6 arid R -10a & b.
<br />Asphalt Concrete
<br />(Misc. Areas)(Type 1)
<br />SIDEWALK @
<br />Place 22f L.F. Type A
<br />C.G.&S. with Handicap
<br />Ramp (Case C) (Typ.)
<br />■7,00, .. .
<br />Const.
<br />0.08' 7' Var.
<br />Existing
<br />Surface
<br />Existing Curb, Gradin
<br />Gutter & Sidewalk ` 9
<br />Plane
<br />Conform
<br />NOTE:
<br />Asphalt Concrete surfacing
<br />not shown for clarity.
<br />PLANING DETAIL
<br />U �
<br />N N
<br />L�
<br />Q) C/�
<br />-1
<br />Conform 0.08'
<br />X12'
<br />0.00' End of Radius
<br />Existing C.G. & S.
<br />X0.08'
<br />ALPINE AVENUE
<br />LESENQ
<br />® Variable Depth
<br />Asphalt Concrete
<br />0.00' Depth of Asphalt
<br />Pavement Planing
<br />A No C.G. & S. work
<br />San Rafael Avenue.
<br />Limits of Asphalt Pavement Planing
<br />R = Conform to existing radii
<br />Up S -3c•137
<br />Frame A
<br />& Cover
<br />LI=]
<br />wsm�i
<br />#5 Rebar (Typ.)
<br />Total 4
<br />A fJ \\� 2'0 Opening, Grout smooth
<br />PLAN VIEW all edges of pipe opening.
<br />Refer to S.J.Co. Std. S-4
<br />for Frame & Cover details.
<br />#5 Rebar 3 Grout Frame to Manhole
<br />ad
<br />8 Min.
<br />(Typ-)
<br />8 min. Class B
<br />5, Conic.
<br />SECTION A — A
<br />ALPINE
<br />LLJ
<br />Z
<br />i
<br />* Precast reinforced concrete
<br />grade adjustment rings shall
<br />be used as required to
<br />adjust Frame & Cover
<br />(Maximum 12").
<br />ANHOLE
<br />i
<br />i I
<br />i
<br />i
<br />Conform 0.08'
<br />02'0 60'
<br />0.00'
<br />AVENUE
<br />...........0.00 �7,
<br />V)
<br />LIJ
<br />IES
<br />® Variable Depth
<br />Asphalt Concrete
<br />0.00' Depth of Asphalt
<br />Pavement Planing
<br />20'
<br />—Conform
<br />t
<br />oats —120,: -Iqqfa
<br />I
<br />Uy' vm(t n' "sln3 TR 1.r:` fNti,",s .r�fe.NJlI} 4ajd";Xk
<br />Vii` r+¢nrmahn�:�u �r��,r.r�,r� ' ��, ``�<< •,� s�_.�F
<br />Limits of Asphalt Pavement Planing
<br />R = Conform to existing radii
<br />INTERSECTING STREETS CONSTRUCTION DETAIL TYPICAL INTERSECTION DETAIL WEST LANE INTERSECTION DETAIL
<br />;y CAT' R C dEr : C .TE ✓, Tsi c:) ),<,TF" rN
<br />ET TOTAL
<br />E ,T ALPINE AVENUE WIDENING . SHEETS
<br />�,,,// s,�/S� s -,,/9r COUNTY O F SAN J O AQ U I N SCALE: None ,CONSTRUCTION DETAILS Union Pacific Railroad to Southern Pacific Railroad 9
<br />71A�gS wr d� 3 �2��t51
<br />JZJ)" I A I AM& I c:\data\a1pine\sheet5a
<br />GA
<br />d
<br />e
<br />n
<br />Notes:
<br />1. A.C. Dike Height shall be reduced to
<br />0.12' across driveway opening.
<br />2. Driveway Type D = 0.30' A.C.
<br />over shaped & compacted native
<br />material.
<br />0.5'
<br />Conform
<br />l
<br />Curb, Gutter and Sidewalk
<br />with Handicap Ramp. See
<br />S.J. Co. Std. R-6 arid R -10a & b.
<br />Asphalt Concrete
<br />(Misc. Areas)(Type 1)
<br />SIDEWALK @
<br />Place 22f L.F. Type A
<br />C.G.&S. with Handicap
<br />Ramp (Case C) (Typ.)
<br />■7,00, .. .
<br />Const.
<br />0.08' 7' Var.
<br />Existing
<br />Surface
<br />Existing Curb, Gradin
<br />Gutter & Sidewalk ` 9
<br />Plane
<br />Conform
<br />NOTE:
<br />Asphalt Concrete surfacing
<br />not shown for clarity.
<br />PLANING DETAIL
<br />U �
<br />N N
<br />L�
<br />Q) C/�
<br />-1
<br />Conform 0.08'
<br />X12'
<br />0.00' End of Radius
<br />Existing C.G. & S.
<br />X0.08'
<br />ALPINE AVENUE
<br />LESENQ
<br />® Variable Depth
<br />Asphalt Concrete
<br />0.00' Depth of Asphalt
<br />Pavement Planing
<br />A No C.G. & S. work
<br />San Rafael Avenue.
<br />Limits of Asphalt Pavement Planing
<br />R = Conform to existing radii
<br />Up S -3c•137
<br />Frame A
<br />& Cover
<br />LI=]
<br />wsm�i
<br />#5 Rebar (Typ.)
<br />Total 4
<br />A fJ \\� 2'0 Opening, Grout smooth
<br />PLAN VIEW all edges of pipe opening.
<br />Refer to S.J.Co. Std. S-4
<br />for Frame & Cover details.
<br />#5 Rebar 3 Grout Frame to Manhole
<br />ad
<br />8 Min.
<br />(Typ-)
<br />8 min. Class B
<br />5, Conic.
<br />SECTION A — A
<br />ALPINE
<br />LLJ
<br />Z
<br />i
<br />* Precast reinforced concrete
<br />grade adjustment rings shall
<br />be used as required to
<br />adjust Frame & Cover
<br />(Maximum 12").
<br />ANHOLE
<br />i
<br />i I
<br />i
<br />i
<br />Conform 0.08'
<br />02'0 60'
<br />0.00'
<br />AVENUE
<br />...........0.00 �7,
<br />V)
<br />LIJ
<br />IES
<br />® Variable Depth
<br />Asphalt Concrete
<br />0.00' Depth of Asphalt
<br />Pavement Planing
<br />20'
<br />—Conform
<br />t
<br />oats —120,: -Iqqfa
<br />I
<br />Uy' vm(t n' "sln3 TR 1.r:` fNti,",s .r�fe.NJlI} 4ajd";Xk
<br />Vii` r+¢nrmahn�:�u �r��,r.r�,r� ' ��, ``�<< •,� s�_.�F
<br />Limits of Asphalt Pavement Planing
<br />R = Conform to existing radii
<br />INTERSECTING STREETS CONSTRUCTION DETAIL TYPICAL INTERSECTION DETAIL WEST LANE INTERSECTION DETAIL
<br />;y CAT' R C dEr : C .TE ✓, Tsi c:) ),<,TF" rN
<br />ET TOTAL
<br />E ,T ALPINE AVENUE WIDENING . SHEETS
<br />�,,,// s,�/S� s -,,/9r COUNTY O F SAN J O AQ U I N SCALE: None ,CONSTRUCTION DETAILS Union Pacific Railroad to Southern Pacific Railroad 9
<br />71A�gS wr d� 3 �2��t51
<br />JZJ)" I A I AM& I c:\data\a1pine\sheet5a
<br />
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