|
5
<br />1WTELEDM POST 18AL-20 — 24 x 36
<br />c
<br />0
<br />M
<br />Street R/W
<br />E . Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or eq71-Meter
<br />Bottom of Ditch Christy box,
<br />(if any) or equall meter
<br />box-�
<br />Angle
<br />Stop -
<br />Service Line
<br />3/4" Min. Size
<br />�*�t
<br />Connection
<br />Adaptor 5/8" 0 x 36" Rebar with
<br />Corporation 2 hose clamps 12" apart
<br />Stop
<br />24" min convey below bottom
<br />Service Clamp of ditch (if any)
<br />(1" or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHMW)„Polyethlene as manufactured by
<br />"Driscopipe” Orangeburg or approved equal with minimum
<br />pressure rating of 160 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation stop shall have corporation cock threads.
<br />5. Angle stop shall have swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insta-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter shall be SEMSus DZ*WD MEAsuaAHLE IN 6ALL.oNS.
<br />with attachment connector spuas
<br />10. Lockable corporation cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />11. Non metallic services shall have a No. 10 gauge solid, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />12. Dehue✓ mcf'ert S.J, Cnoniy U TG11e5 /� wR fEnulce DEJICPGY7
<br />APP"
<br />Na. R.viNq .Y
<br />WATER SERVICE V
<br />Drawn by JLD
<br />cb.°.w by COUNTY OF SAN JOAQUIN Dow SEPT.
<br />_
<br />$CPN None DEPARTMENT OF POSUO WORKS Dr.wim No. W _ 1
<br />THRUST BLOCK DETAILS
<br />��,• 450 Max.
<br />min cn
<br />°'°:. :� v':.
<br />Min.
<br />BEND TEE OUTLET 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 />No. R.vuW eV •
<br />THRUST BLOCK DETAILS MKw°'w
<br />Drawn by JLD
<br />cb.°w.. by COUNTY OF SAN JOAQUIN D.w SEPT. 1991
<br />San]. NONE DEPARTMENT OF PUBLIC wORKS DrRwi,� No. W — 5
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />i 3" AC
<br />i
<br />W I W pavement
<br />12" — i I 12" —
<br />_ I 4.
<br />I i
<br />4
<br />6'
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable _1 1'
<br />Break -off I
<br />check valve or
<br />Valve box, frame and lid joint as req'd.
<br />refer to Standard Drawing by director Q
<br />i No. W-4. ;1 r
<br />2" above ground line
<br />Flanged by ring-tite adaptor �-
<br />(as required) /
<br />Water main I � ' '� `� ��'
<br />I
<br />2' x 4' concrete
<br />anchor block
<br />— — —-----------
<br />a ',N'': e
<br />Conc. thrust block
<br />refer to Standard 1.
<br />Conc. thrust Drawing No. W-5
<br />block refer to 6" flanged or flanged by
<br />Standard Drawing ring-tite gate valve
<br />No. W-5.
<br />Tifco No. 11 tee or equal
<br />NOTES:
<br />1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br />the street.
<br />2. Fire hydrants shall be 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, Dresser M & H style 929 "reliant", Mueller "Centurion'
<br />or "Modern Centurion", 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 the fire chief.
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />fire district.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />ARbI
<br />N.. R.vi..• BI'
<br />FIRE HYDRANT •°�
<br />Drawn b. JLD
<br />cb.°Nw by COUNTY OF SAN JOAQUIN D•w SEPT. 1991 E'
<br />x.w NONE DEPARTMENT OF PUNX WORKS D..wiN Na- W - 2
<br />F1
<br />PLAN VIEW
<br />MENEIRE\11�1m
<br />N•• Rwi..E
<br />THRUST
<br />BLOCK DIMENSIONS
<br />BY
<br />5J Cn co M"E�7�
<br />FITTINGS
<br />A'
<br />"B' FITTINGS
<br />A
<br />B
<br />6 LINE
<br />Cast iron lid
<br />10" LINE
<br />22 1/2
<br />1'-6"
<br />V-6"
<br />3'-0"
<br />2'-0"
<br />45
<br />2'-0"
<br />2'-0"
<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 />2'-0"
<br />4'-0"
<br />4'-0"
<br />DEAD END
<br />3'-0"
<br />2'-0"' 1
<br />4'-0"
<br />4'-0"
<br />8 LINE
<br />12" LINE
<br />M
<br />22 1/2
<br />2'-0"
<br />2'-0"
<br />3'-0"
<br />3'-0"
<br />45
<br />3'-0"
<br />2'-6'
<br />4'-6'
<br />4'-0'
<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 />No. R.vuW eV •
<br />THRUST BLOCK DETAILS MKw°'w
<br />Drawn by JLD
<br />cb.°w.. by COUNTY OF SAN JOAQUIN D.w SEPT. 1991
<br />San]. NONE DEPARTMENT OF PUBLIC wORKS DrRwi,� No. W — 5
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />i 3" AC
<br />i
<br />W I W pavement
<br />12" — i I 12" —
<br />_ I 4.
<br />I i
<br />4
<br />6'
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable _1 1'
<br />Break -off I
<br />check valve or
<br />Valve box, frame and lid joint as req'd.
<br />refer to Standard Drawing by director Q
<br />i No. W-4. ;1 r
<br />2" above ground line
<br />Flanged by ring-tite adaptor �-
<br />(as required) /
<br />Water main I � ' '� `� ��'
<br />I
<br />2' x 4' concrete
<br />anchor block
<br />— — —-----------
<br />a ',N'': e
<br />Conc. thrust block
<br />refer to Standard 1.
<br />Conc. thrust Drawing No. W-5
<br />block refer to 6" flanged or flanged by
<br />Standard Drawing ring-tite gate valve
<br />No. W-5.
<br />Tifco No. 11 tee or equal
<br />NOTES:
<br />1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br />the street.
<br />2. Fire hydrants shall be 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, Dresser M & H style 929 "reliant", Mueller "Centurion'
<br />or "Modern Centurion", 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 the fire chief.
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />fire district.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />ARbI
<br />N.. R.vi..• BI'
<br />FIRE HYDRANT •°�
<br />Drawn b. JLD
<br />cb.°Nw by COUNTY OF SAN JOAQUIN D•w SEPT. 1991 E'
<br />x.w NONE DEPARTMENT OF PUNX WORKS D..wiN Na- W - 2
<br />F1
<br />PLAN VIEW
<br />MENEIRE\11�1m
<br />N•• Rwi..E
<br />1 3/8" 2^ 5 8 i
<br />22 1/4!'
<br />SECTION A—A
<br />NOTE:
<br />Grate shall be fastened to frame
<br />with 18" of 1/4" heat-treated chain
<br />FRAME & GRATE
<br />(18" STORM DRAIN INLET)
<br />by •
<br />COUNTY OF SAN JOAQUIN Dow SEPT. 1991
<br />DEPARTM W Of PURx: WORKS o,°winq N•. D — 1E
<br />i
<br />No.
<br />By
<br />BY
<br />5J Cn co M"E�7�
<br />Ebro. M DEW
<br />D Nw by
<br />NONE
<br />1 3/8" 2^ 5 8 i
<br />22 1/4!'
<br />SECTION A—A
<br />NOTE:
<br />Grate shall be fastened to frame
<br />with 18" of 1/4" heat-treated chain
<br />FRAME & GRATE
<br />(18" STORM DRAIN INLET)
<br />by •
<br />COUNTY OF SAN JOAQUIN Dow SEPT. 1991
<br />DEPARTM W Of PURx: WORKS o,°winq N•. D — 1E
<br />i
<br />No.
<br />R.vw.0
<br />BY
<br />5J Cn co M"E�7�
<br />-
<br />Drawn by JLD
<br />Cast iron lid
<br />(all locations)
<br />cr
<br />Rattle -proof,
<br />machined
<br />.9 e�
<br />seating
<br />surface
<br />10
<br />FOR ALL STREET
<br />...
<br />awW
<br />LOCATIONS
<br />3
<br />—6!'--14
<br />1/4"
<br />6"
<br />}�
<br />Z
<br />M
<br />5/8
<br />2" asphalt concrete
<br />�a9��
<br />2
<br />1/8"
<br />Finished grade
<br />••
<br />oU)!
<br />116
<br />IQ
<br />/m
<br />;.
<br />-
<br />N
<br />\
<br />8„
<br />FOR OFF STREET
<br />LOCATIONS
<br />E
<br />Concrete base to be
<br />Extensions
<br />N
<br />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
<br />along all non metallic
<br />NOTES:
<br />pipe
<br />1. Valve box and lid shall be Christy
<br />No.
<br />G-5,
<br />Brooks No. I R T or 4 -TT, or
<br />equal.
<br />2. All lids and grade rings shall
<br />have
<br />machined seating surfaces.
<br />3. Extensions shall be as manufactured
<br />for the
<br />valve box supplied or pipe of
<br />correct
<br />size can
<br />be used.
<br />1 1 2" D- 3 HOLE
<br />E DALLY SPACED
<br />VALVE BOX
<br />u
<br />i COUNTY OF SAN JOAQUIN
<br />DEPARTMENT Of MMC WORKS
<br />PLAN VIEW
<br />by
<br />wt. SEPT. 1991
<br />Drowinq No. W 4
<br />DICK HOLE
<br />1"x1 1/4" PICK HOLE
<br />N 00
<br />v 27„
<br />I�— 25 1/2
<br />1 1/4!'
<br />24"
<br />31 1/2"
<br />SECTION A—A
<br />3/4" 1 /2"
<br />Steel Bar 4
<br />2 1 17/32" 1••
<br />Vent -Optional
<br />300 -.{ r 5-1/2"
<br />3 3/8"—_-- B SECTION C—C
<br />B-13
<br />Dpp2
<br />SECTION — NOTE: Frame and Cover shall be
<br />machined to assure interchangeability
<br />and a close, quiet fit.
<br />w
<br />N.. R.vw.0 M
<br />FRAME & COVERr�r °Ww—
<br />Drawn by JLD (MANHOLE)
<br />ONS by COUNTY OF SAN JOAQUIN Can. SEPT. 1991
<br />smw NONE DEPARTMENT OF K O D WORKS Dr.wW4 N°. S- 4
<br />to, z-7 ,9g
<br />(i)-"
<br />2cF /6835
<br />3s,
<br />REVISIONS
<br />No.
<br />R.vw.0
<br />BY
<br />5J Cn co M"E�7�
<br />Drawn by JLD
<br />a..t by
<br />s<.w NONE
<br />1 1 2" D- 3 HOLE
<br />E DALLY SPACED
<br />VALVE BOX
<br />u
<br />i COUNTY OF SAN JOAQUIN
<br />DEPARTMENT Of MMC WORKS
<br />PLAN VIEW
<br />by
<br />wt. SEPT. 1991
<br />Drowinq No. W 4
<br />DICK HOLE
<br />1"x1 1/4" PICK HOLE
<br />N 00
<br />v 27„
<br />I�— 25 1/2
<br />1 1/4!'
<br />24"
<br />31 1/2"
<br />SECTION A—A
<br />3/4" 1 /2"
<br />Steel Bar 4
<br />2 1 17/32" 1••
<br />Vent -Optional
<br />300 -.{ r 5-1/2"
<br />3 3/8"—_-- B SECTION C—C
<br />B-13
<br />Dpp2
<br />SECTION — NOTE: Frame and Cover shall be
<br />machined to assure interchangeability
<br />and a close, quiet fit.
<br />w
<br />N.. R.vw.0 M
<br />FRAME & COVERr�r °Ww—
<br />Drawn by JLD (MANHOLE)
<br />ONS by COUNTY OF SAN JOAQUIN Can. SEPT. 1991
<br />smw NONE DEPARTMENT OF K O D WORKS Dr.wW4 N°. S- 4
<br />to, z-7 ,9g
<br />(i)-"
<br />2cF /6835
<br />3s,
<br />REVISIONS
<br />BY
<br />Co 22E c77olJ5
<br />12-5-93
<br />900`^j
<br />5J Cn co M"E�7�
<br />=a
<br />U1 O
<br />cr
<br />DRAWN
<br />it PW
<br />CHECKED
<br />DATE
<br />SCALE
<br />JOB NO.
<br />535-00
<br />SHEET
<br />(a
<br />OF SHEETS
<br />=a
<br />U1 O
<br />cr
<br />.9 e�
<br />10
<br />w
<br />...
<br />awW
<br />Q
<br />3
<br />}�
<br />Z
<br />M
<br />�a9��
<br />2
<br />_
<br />••
<br />oU)!
<br />116
<br />IQ
<br />DRAWN
<br />it PW
<br />CHECKED
<br />DATE
<br />SCALE
<br />JOB NO.
<br />535-00
<br />SHEET
<br />(a
<br />OF SHEETS
<br />
|