|
Trench Repair: 6" native soil at 95% relative compaction
<br />unless noted as either Aggregate Base or Asphalt Concrete
<br />trench repair. See Sheet 3 for trench resurfacing schedule.
<br />maximum payment width = pipe O.D. + 40".
<br />,,,- Existing Pavement --\
<br />llal
<br />IN
<br />0
<br />I
<br />;�) Compact in 12"max. layers -
<br />T to a min. relative compaction
<br />Lo of 95% + under pavement
<br />and shoulders, and 90%
<br />outside shoulder.
<br />a
<br />0 00 10 to go
<br />0
<br />o0 of 00 1 Compact in 24" max. layers
<br />to a minimum relative
<br />compaction of 85%.
<br />Compact in 6" layers
<br />to a minimum relative
<br />04 T compaction of 90%.
<br />0
<br />10" --10. D. 0„ 10" 0. D. 10„
<br />0.D.+20" Min. O.D.+20" Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested by the State of California, Dept, of Transportation
<br />Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excation.
<br />i
<br />CAST IRON BEND
<br />TYPICAL TRENCH BACKFILL
<br />NOT TO SCALE
<br />45' Max.
<br />A_Sr1
<br />��ll ♦
<br />V"1A
<br />W ♦ ♦ m ♦ ♦
<br />TEE OUTLET
<br />Min.
<br />DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />THRUST
<br />BLOCK DIMENSIONS
<br />ITEM
<br />DESCRIPTION
<br />hD
<br />A
<br />V17
<br />A
<br />B
<br />6 LINE
<br />1.
<br />10" LINE
<br />1'-9"
<br />----
<br />22 1/2
<br />1'-fi'
<br />CAST IRON BEND
<br />TYPICAL TRENCH BACKFILL
<br />NOT TO SCALE
<br />45' Max.
<br />A_Sr1
<br />��ll ♦
<br />V"1A
<br />W ♦ ♦ m ♦ ♦
<br />TEE OUTLET
<br />Min.
<br />DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS
<br />NOT TO SCALE
<br />THRUST
<br />BLOCK DIMENSIONS
<br />ITEM
<br />DESCRIPTION
<br />FITTINGS
<br />A
<br />B FITTINGS
<br />A
<br />B
<br />6 LINE
<br />1.
<br />10" LINE
<br />1'-9"
<br />----
<br />22 1/2
<br />1'-fi'
<br />V-6"
<br />3'-0" 1
<br />2'-
<br />45
<br />2'-0"
<br />2'-O"
<br />4'-0"
<br />3'-0"
<br />90
<br />3'-0"
<br />2'-6"
<br />5'-6"
<br />4'-0
<br />TEE OUTLET
<br />3'-0"
<br />'-0"
<br />4'-0"
<br />4'-0"
<br />DEAD END
<br />3'-0"
<br />2'-0"
<br />4'-0"
<br />4'-0"
<br />8 LINE
<br />400
<br />12 LINE
<br />9.
<br />8" GATE VALVE
<br />22 1/2
<br />2'-0"
<br />2'-0
<br />3'-Y' 1
<br />T-
<br />45
<br />3'-0"
<br />2'-6"
<br />4'-
<br />4'-
<br />90
<br />4'-0"
<br />3'-6"
<br />8'-0"
<br />4'-0"
<br />TEE OUTLET
<br />3'-6"
<br />3'-0"
<br />5'-6"
<br />4'-O"
<br />DEAD END
<br />3'-6"
<br />3'-0"
<br />5'-6"
<br />4'-0"
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS
<br />NOT TO SCALE
<br />3/4" Dia. Anchor rods. Field coat with
<br />coal tar to prevent corrosion
<br />Embed rods at least 2/3 of dimention "A'
<br />A' FOR ALL STREET
<br />LOCATIONS -
<br />B'
<br />VERTICAL -DOWNWARD BEND 2" asphalt concrete -
<br />BASE BID QUANTIES
<br />DIMENSIONS
<br />ITEM
<br />DESCRIPTION
<br />ESTIMATATED
<br />UNIT OF
<br />NO.
<br />Water main
<br />QUANTITY
<br />MEASURE
<br />1.
<br />FORCE ACCOUNT
<br />1'-9"
<br />----
<br />2.
<br />CLEARING & GRUBBING
<br />L.S.
<br />----
<br />3.
<br />AGGREGATE BASE (Trench Repair)
<br />20
<br />S.Y.
<br />4.
<br />A.C. MISC. AREAS (Trench- 0.30)
<br />50
<br />S.Y.
<br />5.
<br />A.C. MISC. AREAS (Trench- 0.50')
<br />125
<br />S.Y.
<br />6.
<br />6"DIA. ALT. PIPE
<br />35
<br />L. F.
<br />7.
<br />87DIA. ALT. PIPE
<br />15
<br />L. F.
<br />8.
<br />10"DIA. ALT. PIPE
<br />400
<br />L. F.
<br />9.
<br />8" GATE VALVE
<br />2
<br />EA.
<br />10.
<br />10" GATE VALVE
<br />1
<br />EA.
<br />11.
<br />FIRE HYDRANT W/FITTINGS
<br />13
<br />EA.
<br />1 Cr LINE
<br />AS REQUIRED
<br />areas as approved by
<br />the fire chief.
<br />12.
<br />TESTING & DISINFECTION
<br />L.S.
<br />----
<br />3/4" Dia. Anchor rods. Field coat with
<br />coal tar to prevent corrosion
<br />Embed rods at least 2/3 of dimention "A'
<br />A' FOR ALL STREET
<br />LOCATIONS -
<br />B'
<br />VERTICAL -DOWNWARD BEND 2" asphalt concrete -
<br />NOTES FOR VERTICAL BENDS:
<br />1. Width of block is trench width.
<br />2. For upward vertical bends,
<br />use equivalent horizontal thrust block.
<br />RN
<br />Extensions
<br />Existing (L Fairoaks
<br />Note
<br />Approved Alternative Pipe materials for meeting
<br />separation requirements shall be:
<br />1. Ductile Iron pipe per AWWA C151.
<br />2. Welded steel pipe per AWWA C200,
<br />1 /4" thick and lined and wrapped per
<br />AWWA C203.
<br />3. Class 200 PVC pipe per AWWA C900.
<br />4. Reinforced concrete pressure pipe, steel
<br />cylinder type per AWWA C300, C301 or C303.
<br />Cast iron .locations)
<br />seatingRattle-proof, machined
<br />.
<br />1/8' Finished grade
<br />i
<br />g' 1717 -FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />N around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewalk.
<br />No. 10 bare soft drawn
<br />copper wire along all non metallic
<br />NOTES: pipe
<br />1. Valve box and lid shall be Christy No. G-5,
<br />Brooks No. I R T or 4 -TT, or equal.
<br />2. All lids and grade rings shall have
<br />machined seating surfaces.
<br />3. Extensions shall be as manufactured for the
<br />valve box supplied or pipe of correct size can
<br />be used.
<br />VALVE BOX
<br />NOT TO SCALE
<br />q
<br />Canal
<br />c'➢
<br />I
<br />Exist. 36"Dia. Conc.
<br />Pipe to remain in \\\\111111
<br />place.
<br />V
<br />a
<br />1'. Min.
<br />Provide special construction for separation of water -
<br />main from irrigation culvert. Install 18'-0" continuous
<br />length of 10"Dia. Alt. Pipe. Center pipe under 36"Dia.
<br />culvert.
<br />y-
<br />°,.��rr<
<br />CULVERT CROSSING DETAIL
<br />NOT TO SCALE
<br />� I
<br />W
<br />Edge of pavement
<br />12" i-�-
<br />II
<br />I--�-----------
<br />I
<br />Blue Reflective Pavement Marker
<br />Varies
<br />PLAN VIEW
<br />Variable
<br />10"Dia. Alt. Pipe
<br />n r „
<br />3" AC
<br />pavement
<br />T
<br />I
<br />8' 2'
<br />10'
<br />R/W
<br />2 _i
<br />Valve box, frame and lid (At Valpico Rd.)
<br />refer to Standard Drawing
<br />No. W-4. (See sheet 4) Break -off
<br />2" above ground line check valve
<br />VERTICAL
<br />DIMENSIONS
<br />FITTINGS IA
<br />B
<br />6 LINE
<br />Water main
<br />22 1/2
<br />1'-9"
<br />3'-0"
<br />45
<br />1'-9"
<br />!::6"
<br />90
<br />2'-3"
<br />2'-6"
<br />Conc. thrust block
<br />8 LINE
<br />refer to Standard
<br />Drawing No. W-5 1
<br />Conc. thrust
<br />(See sheet4)
<br />22 1
<br />2
<br />2'-0" 1
<br />4'-0
<br />45
<br />2'-6"
<br />4'-6"
<br />90
<br />3'-0"
<br />6'-0"
<br />the street.
<br />2. Fire hydrants shall be
<br />clean and free of concrete.
<br />3. Fire hydrants to be American Darling model B -62B, Long Beach model 615,
<br />James Jones J-4060,
<br />Dresser M & H style 929 "reliant", Mueller "Centurion"
<br />or "Modern Centurion",
<br />1 Cr LINE
<br />Dry barrel in the Stockton area; (2)2 1/2 & (1)4 1/2" wet barrel in other
<br />areas as approved by
<br />the fire chief.
<br />22 1/2
<br />OSHA safety yellow or as approved by the
<br />2'-9"
<br />5'-0
<br />45
<br />Long Beach Iron Works, model LB 400, or
<br />3'-0"
<br />5'-6"
<br />90
<br />FIRE HYDRANDT
<br />3'-6"
<br />NOT TO SCALE:
<br />NOTES FOR VERTICAL BENDS:
<br />1. Width of block is trench width.
<br />2. For upward vertical bends,
<br />use equivalent horizontal thrust block.
<br />RN
<br />Extensions
<br />Existing (L Fairoaks
<br />Note
<br />Approved Alternative Pipe materials for meeting
<br />separation requirements shall be:
<br />1. Ductile Iron pipe per AWWA C151.
<br />2. Welded steel pipe per AWWA C200,
<br />1 /4" thick and lined and wrapped per
<br />AWWA C203.
<br />3. Class 200 PVC pipe per AWWA C900.
<br />4. Reinforced concrete pressure pipe, steel
<br />cylinder type per AWWA C300, C301 or C303.
<br />Cast iron .locations)
<br />seatingRattle-proof, machined
<br />.
<br />1/8' Finished grade
<br />i
<br />g' 1717 -FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />N around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewalk.
<br />No. 10 bare soft drawn
<br />copper wire along all non metallic
<br />NOTES: pipe
<br />1. Valve box and lid shall be Christy No. G-5,
<br />Brooks No. I R T or 4 -TT, or equal.
<br />2. All lids and grade rings shall have
<br />machined seating surfaces.
<br />3. Extensions shall be as manufactured for the
<br />valve box supplied or pipe of correct size can
<br />be used.
<br />VALVE BOX
<br />NOT TO SCALE
<br />q
<br />Canal
<br />c'➢
<br />I
<br />Exist. 36"Dia. Conc.
<br />Pipe to remain in \\\\111111
<br />place.
<br />V
<br />a
<br />1'. Min.
<br />Provide special construction for separation of water -
<br />main from irrigation culvert. Install 18'-0" continuous
<br />length of 10"Dia. Alt. Pipe. Center pipe under 36"Dia.
<br />culvert.
<br />y-
<br />°,.��rr<
<br />CULVERT CROSSING DETAIL
<br />NOT TO SCALE
<br />� I
<br />W
<br />Edge of pavement
<br />12" i-�-
<br />II
<br />I--�-----------
<br />I
<br />Blue Reflective Pavement Marker
<br />Varies
<br />PLAN VIEW
<br />Variable
<br />10"Dia. Alt. Pipe
<br />n r „
<br />3" AC
<br />pavement
<br />T
<br />I
<br />8' 2'
<br />10'
<br />R/W
<br />2 _i
<br />Valve box, frame and lid (At Valpico Rd.)
<br />refer to Standard Drawing
<br />No. W-4. (See sheet 4) Break -off
<br />2" above ground line check valve
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE CONSTRUCTION NOTES SHEET TOTAL
<br />J.C. White 6/,4,9 COUNTY OF SAN JOAQUIN SCALE: None FAIROAKS WATER SYSTEM NO. SHEETS
<br />Q' �7/9z )&-,�✓J - �91271?7_�� G b i��ti: G� ' �i� AND DETAILS
<br />INTERCONNECTS PHASE 1 4 4
<br />T77
<br />FILE NAME DRAWER SHEET N0. ACAD
<br />D:\FOWSI\SHEET4
<br />Flanged by ring -tate adaptor
<br />(as required)
<br />Water main
<br />'
<br />2' x 4' concrete
<br />anchor block
<br />Conc. thrust block
<br />refer to Standard
<br />Drawing No. W-5 1
<br />Conc. thrust
<br />(See sheet4)
<br />block refer to
<br />6" flanged or flanged by
<br />Standard Drawing
<br />ring-tite gate valve
<br />No. W-5.
<br />Existing Tee
<br />NOTES:
<br />1. Fire hydrants shall be
<br />placed with pumper outlet facing directly towards
<br />the street.
<br />2. Fire hydrants shall be
<br />clean and free of concrete.
<br />3. Fire hydrants to be American Darling model B -62B, Long Beach model 615,
<br />James Jones J-4060,
<br />Dresser M & H style 929 "reliant", Mueller "Centurion"
<br />or "Modern Centurion",
<br />or approved equal with (2)2 1/2" & (1)4" outlets.
<br />Dry barrel in the Stockton area; (2)2 1/2 & (1)4 1/2" wet barrel in other
<br />areas as approved by
<br />the fire chief.
<br />4. All hydrants shall be painted
<br />OSHA safety yellow or as approved by the
<br />fire district.
<br />5. Break off check valve,
<br />Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />FIRE HYDRANDT
<br />NOT TO SCALE:
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE CONSTRUCTION NOTES SHEET TOTAL
<br />J.C. White 6/,4,9 COUNTY OF SAN JOAQUIN SCALE: None FAIROAKS WATER SYSTEM NO. SHEETS
<br />Q' �7/9z )&-,�✓J - �91271?7_�� G b i��ti: G� ' �i� AND DETAILS
<br />INTERCONNECTS PHASE 1 4 4
<br />T77
<br />FILE NAME DRAWER SHEET N0. ACAD
<br />D:\FOWSI\SHEET4
<br />
|