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<br />A NOTES
<br />ES B
<br />() Frame oral Grata shalt conform
<br />to Improvement Standard No. C—T.
<br />Sea Nota I
<br />Mortar
<br />— Grade Rini
<br />Mortar
<br />®PIS" R.C.R
<br />Class" Concrete
<br />SECTION A -A
<br />STORM
<br />i 11
<br />DRAIN INLET
<br />NOTE, Frame and Cover shall be
<br />machined to assure Interchangeability
<br />and a close , quiet fit.
<br />SECTION A li IVC) --m•3 HOLES
<br />EQUALLY SPACED ~®
<br />I —STEEL BAR
<br />30 ev
<br />�- Sit
<br />SECTION C®C SECTIOIJ E -b
<br />FRAME a COVER
<br />(MANHOLE)
<br />® II„ y I
<br />SECTION A—A
<br />NOTE] Grate shall be fastened to frame
<br />with 18"x -L" heat-treated chain,
<br />FRAME & GRATE
<br />(18" STORM DRAIN IN!=U )
<br />SECTION
<br />(PARTIAL O'-CTION)
<br />PICK HOLE
<br />al _
<br />ril
<br />I"x IW" PICK HOLE
<br />PLAN VIEW
<br />A
<br />am, Am UT1
<br />TRENCH REPAIRr 0,30' Aspinatt Concrete Paving
<br />On Native Sall, (A.C., Mi c, Areas)
<br />Pa m nt Width
<br />Y
<br />mm- Existing Pavement
<br />_..°._...., .,._.°_...........
<br />.. M77 Compact in 12" max. layers
<br />6to a min. relative compaction
<br />6°Min.��� of 957* under pavement and
<br />(Typ°) - H shoulders, and 90 outside
<br />shoulders.
<br />Compact in A°" max. layers
<br />to a min. relative compaction
<br />of 55%.
<br />O.D./2
<br />Compact in 6" layers to a min.
<br />rekative compaction ofi 9t.
<br />10" Min. _ O.D.
<br />(?. D.
<br />(Typ•) + 2O" Pain.
<br />IQI .., C°CN D UI
<br />NOTES;
<br />1. Relative compaction of materials shall be tested by the State
<br />of California, Dept of Transportation Testing Manual, test method No.
<br />California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to
<br />trench excavation.
<br />3. Maximum payment width for trench`r'epair shall be, nominal pipe diameter
<br />,(plus 3Q'.
<br />T I �I.
<br />Cast iron Frame and Cover refer
<br />to Improvement Standard No. C-5
<br />Top o avemant grade
<br />Preca3t reinforced concrete
<br />gradejustm t rings
<br />2",
<br />e rt k ae !; �•,R
<br />® , 4 sections e
<br />as required
<br />Precast reinforced`
<br />iam. 1
<br />concrete cone.
<br />All joints mortared and
<br />banded with mortar on
<br />both interior and exterior
<br />5w Min.
<br />surfaces.
<br />Precast reinforced manhole 777
<br />pipes, AT 4 D adjust to � �J D
<br />'ar°
<br />prcper elevation. 0% 2, S,
<br />�.
<br />sections as •r .) .°a. Lowest w;
<br />1
<br />4 �@ '\,Class °` 6:m Concrete for
<br />W
<br />base. Pre— cost base
<br />moy be used if approved
<br />by the Engineer.
<br />SEWER MANHOLE
<br />NOTE. A e-6" concrete cora may be used if approved by the Engineer.
<br />D DATE CONSTRUCTION NOTES WOODBRIDGE STORM DRAINGE SHEU HEUS
<br />" OT
<br />COUNTY OF SAN JOAQUIN
<br />PROJECT -8AND DETAILS PHASE 2 3
<br />5
<br />CY
<br />A NOTES
<br />ES B
<br />() Frame oral Grata shalt conform
<br />to Improvement Standard No. C—T.
<br />Sea Nota I
<br />Mortar
<br />— Grade Rini
<br />Mortar
<br />®PIS" R.C.R
<br />Class" Concrete
<br />SECTION A -A
<br />STORM
<br />i 11
<br />DRAIN INLET
<br />NOTE, Frame and Cover shall be
<br />machined to assure Interchangeability
<br />and a close , quiet fit.
<br />SECTION A li IVC) --m•3 HOLES
<br />EQUALLY SPACED ~®
<br />I —STEEL BAR
<br />30 ev
<br />�- Sit
<br />SECTION C®C SECTIOIJ E -b
<br />FRAME a COVER
<br />(MANHOLE)
<br />® II„ y I
<br />SECTION A—A
<br />NOTE] Grate shall be fastened to frame
<br />with 18"x -L" heat-treated chain,
<br />FRAME & GRATE
<br />(18" STORM DRAIN IN!=U )
<br />SECTION
<br />(PARTIAL O'-CTION)
<br />PICK HOLE
<br />al _
<br />ril
<br />I"x IW" PICK HOLE
<br />PLAN VIEW
<br />A
<br />am, Am UT1
<br />TRENCH REPAIRr 0,30' Aspinatt Concrete Paving
<br />On Native Sall, (A.C., Mi c, Areas)
<br />Pa m nt Width
<br />Y
<br />mm- Existing Pavement
<br />_..°._...., .,._.°_...........
<br />.. M77 Compact in 12" max. layers
<br />6to a min. relative compaction
<br />6°Min.��� of 957* under pavement and
<br />(Typ°) - H shoulders, and 90 outside
<br />shoulders.
<br />Compact in A°" max. layers
<br />to a min. relative compaction
<br />of 55%.
<br />O.D./2
<br />Compact in 6" layers to a min.
<br />rekative compaction ofi 9t.
<br />10" Min. _ O.D.
<br />(?. D.
<br />(Typ•) + 2O" Pain.
<br />IQI .., C°CN D UI
<br />NOTES;
<br />1. Relative compaction of materials shall be tested by the State
<br />of California, Dept of Transportation Testing Manual, test method No.
<br />California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to
<br />trench excavation.
<br />3. Maximum payment width for trench`r'epair shall be, nominal pipe diameter
<br />,(plus 3Q'.
<br />T I �I.
<br />Cast iron Frame and Cover refer
<br />to Improvement Standard No. C-5
<br />Top o avemant grade
<br />Preca3t reinforced concrete
<br />gradejustm t rings
<br />2",
<br />e rt k ae !; �•,R
<br />® , 4 sections e
<br />as required
<br />Precast reinforced`
<br />iam. 1
<br />concrete cone.
<br />All joints mortared and
<br />banded with mortar on
<br />both interior and exterior
<br />5w Min.
<br />surfaces.
<br />Precast reinforced manhole 777
<br />pipes, AT 4 D adjust to � �J D
<br />'ar°
<br />prcper elevation. 0% 2, S,
<br />�.
<br />sections as •r .) .°a. Lowest w;
<br />1
<br />4 �@ '\,Class °` 6:m Concrete for
<br />W
<br />base. Pre— cost base
<br />moy be used if approved
<br />by the Engineer.
<br />SEWER MANHOLE
<br />NOTE. A e-6" concrete cora may be used if approved by the Engineer.
<br />D DATE CONSTRUCTION NOTES WOODBRIDGE STORM DRAINGE SHEU HEUS
<br />" OT
<br />COUNTY OF SAN JOAQUIN
<br />PROJECT -8AND DETAILS PHASE 2 3
<br />
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