|
Reflective Sign -Calif. Hwy.
<br />Code W31 30" Sire
<br />Center
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />NOTES:
<br />1. Barricades to be as wide as street R/W
<br />2. Barricades to be painted while using 2
<br />coats of "Exterior Alkyd Resin Hi -Gloss
<br />Enamel" over a compatible primer.
<br />5
<br />A.0
<br />4
<br />,I
<br />Eil5 D
<br />n Sign -Calif
<br />_ Hwy Code W31
<br />(30" x 30")
<br />a
<br />I
<br />iv Sign -Calif Hwy
<br />Code Type NR
<br />(24' x 24")
<br />4"x4" Redwood
<br />or pressure treated
<br />Dou qlos Fir
<br />iV post
<br />or 2- I. 0. gale.
<br />pipe
<br />TYPE "B"
<br />Cul de Soc only
<br />BARRICADES FOR
<br />Standard frame and
<br />cover assembly
<br />e
<br />A.B. :-::!R:P.
<br />OWN
<br />Undisturbed
<br />basement soil
<br />I
<br />t -
<br />U_ Survey monuments
<br />3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />1/16" raised lettere -�
<br />Cover Lift
<br />hol
<br />5%
<br />S U RI
<br />�8..R1 334
<br />ION' R
<br />-Frame
<br />�
<br />1
<br />Cast iron
<br />SURVEY MONUMENT AND
<br />FRAME AND COVER ASSEMBLY DETAIL
<br />I e . •1 •
<br />SA
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<br />1
<br />Boss
<br />g e in place
<br />Reflector Sign -California Highway
<br />NOTE: Dimensions
<br />E 0 GRATE `
<br />Code Type NR (24" x 24")
<br />'
<br />3/8" golvinized
<br />special pipe
<br />2'
<br />A
<br />bolts do washers
<br />wATE 4 T,
<br />at end a
<br />I
<br />MAIN
<br />IAAL
<br />1�
<br />I
<br />T
<br />1
<br />3•
<br />24" dia. cont.
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />12" dia.-
<br />One street sign is required
<br />ZONE
<br />777,
<br />I
<br />e.I
<br />`O 'I'MAIN
<br />Reflectors
<br />symmetrically
<br />- -
<br />90
<br />placed
<br />12' t O.C.
<br />of each intersection.
<br />Block
<br />min.
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />CASE ll:
<br />100 E
<br />FLOW
<br />(
<br />+.1111
<br />6"x6" dense
<br />LINE Fgooieli
<br />2"x8"
<br />select grade
<br />structural grade
<br />from the Son Joaquin County
<br />Douglas
<br />Fir surfaced
<br />Redwood, treated r
<br />I
<br />I
<br />four
<br />sides.
<br />Hemlock or treated
<br />N
<br />3.
<br />12"
<br />Douglas Fir surfaced
<br />In
<br />Prohibited construction zone.
<br />12' Max.
<br />four sides.
<br />SIGN
<br />4.
<br />Evenly Spaced
<br />I
<br />house laterals above pressure water
<br />Reflective Sign -Calif. Hwy.
<br />Code W31 30" Sire
<br />Center
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />NOTES:
<br />1. Barricades to be as wide as street R/W
<br />2. Barricades to be painted while using 2
<br />coats of "Exterior Alkyd Resin Hi -Gloss
<br />Enamel" over a compatible primer.
<br />5
<br />A.0
<br />4
<br />,I
<br />Eil5 D
<br />n Sign -Calif
<br />_ Hwy Code W31
<br />(30" x 30")
<br />a
<br />I
<br />iv Sign -Calif Hwy
<br />Code Type NR
<br />(24' x 24")
<br />4"x4" Redwood
<br />or pressure treated
<br />Dou qlos Fir
<br />iV post
<br />or 2- I. 0. gale.
<br />pipe
<br />TYPE "B"
<br />Cul de Soc only
<br />BARRICADES FOR
<br />Standard frame and
<br />cover assembly
<br />e
<br />A.B. :-::!R:P.
<br />OWN
<br />Undisturbed
<br />basement soil
<br />I
<br />t -
<br />U_ Survey monuments
<br />3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />1/16" raised lettere -�
<br />Cover Lift
<br />hol
<br />5%
<br />S U RI
<br />�8..R1 334
<br />ION' R
<br />-Frame
<br />�
<br />1
<br />Cast iron
<br />SURVEY MONUMENT AND
<br />FRAME AND COVER ASSEMBLY DETAIL
<br />I e . •1 •
<br />SA
<br />f:T:Taaa:"
<br />II •LT:LL76.1 • • • �
<br />• j•j•j•j•j•[•,
<br />•• • T. T.T•T. T.T. • i
<br />• • • es. ,♦� �„ems • � . �_ � • ���-`���_.
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<br />. . II� � •. T•t •T.T.t.'
<br />1.3.1•[•[•3•.
<br />1
<br />Boss
<br />g e in place
<br />to
<br />NOTE: Dimensions
<br />E 0 GRATE `
<br />all crossings shall be at 90' where possible.
<br />'
<br />.IT OF L/A/E
<br />special pipe
<br />,
<br />A
<br />- 2" Typ.
<br />wATE 4 T,
<br />1
<br />MAIN
<br />rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />CHIT S/N+
<br />specifications.
<br />No adapter joints in special pipe
<br />3•
<br />24" dia. cont.
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />12" dia.-
<br />One street sign is required
<br />ZONE
<br />777,
<br />ST
<br />`O 'I'MAIN
<br />H C G/P�T6
<br />4'-
<br />- -
<br />90
<br />pipe (see note
<br />2•
<br />of each intersection.
<br />Block
<br />min.
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />CASE ll:
<br />100 E
<br />FLOW
<br />(
<br />+.1111
<br />.�
<br />LINE Fgooieli
<br />NOAReY
<br />no. S)S••
<br />the water main shall be of class 200 pipe or equivalent.
<br />from the Son Joaquin County
<br />No water mains shall be constructed without special permission
<br />.01 min. 25 1/2'
<br />�- G•
<br />I
<br />the sewer shall be encased with reinforced concrete as detailed below,
<br />Community Developement
<br />C.4TCHAA
<br />/N IWNEN
<br />3.
<br />12"
<br />or reconstructed per case I ZONE C/O requirements.
<br />In
<br />Prohibited construction zone.
<br />location of traffic control
<br />TYPICAL STREET
<br />SIGN
<br />4.
<br />.4PPI ICA
<br />I
<br />house laterals above pressure water
<br />I.
<br />varies to the length of
<br />f y
<br />6' concrete encasement head JIcter rhains, shall be reviewed
<br />detail (class B P.C.C.)
<br />{
<br />the street name.
<br />_b71
<br />#4 bar hoop 247 O.C. Environmental Health Dept.
<br />S.
<br />See Standard Drawing No. R-23
<br />DEAD ENO
<br />3'-6"3
<br />for proposed sidewalk
<br />5•-6"
<br />sign locations.
<br />1 ' . i •
<br />`
<br />J
<br />6.
<br />Stop signs shall be 30" for
<br />Boss
<br />._
<br />Xt` -�
<br />I "r
<br />Isholl
<br />or polybutylene plastic.
<br />urban areas and for Infernal
<br />2.
<br />Plastic pipe up to 1 11/4" I.D. service shall be ultra high."
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />'�w
<br />Subdivision Streets 50" for rural
<br />ST
<br />"Driscopipe"
<br />•
<br />MAI N100
<br />SECTION
<br />infersect County roldeyalls , also To
<br />r
<br />�
<br />NC14ETE a.1SE
<br />1. All exposed steel sholl be dipped with PLAN OF FRAME
<br />2 coats of coal for pitch heated to a
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frome.
<br />4. Grote shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24' pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />TYPE
<br />CURB INLET CATCHBASIN DET.
<br />5
<br />6' rural
<br />7' urbor
<br />''1/%,, \\�`' 101Stop and street
<br />�\� I sign location
<br />N
<br />2 1. D. galv.-��
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />10" flatten
<br />Pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />6 STANDARD
<br />SIGN DETAIL
<br />X\
<br />2
<br />3 DETAIL
<br />5
<br />NO SCALE
<br />�•--18
<br />to
<br />NOTE: Dimensions
<br />4"
<br />all crossings shall be at 90' where possible.
<br />10
<br />NOTES:
<br />special pipe
<br />Sewer lines will not be permitted in this zone without special
<br />A
<br />- 2" Typ.
<br />wATE 4 T,
<br />Extra strength vitrified clay pipe with compression joints; or
<br />MAIN
<br />rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />N
<br />specifications.
<br />No adapter joints in special pipe
<br />3•
<br />1 ZONE D
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />1.
<br />One street sign is required
<br />ZONE
<br />777,
<br />ST
<br />`O 'I'MAIN
<br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />4'-
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR -35
<br />90
<br />specification may be used. In each case a minimum 18 foot length
<br />2•
<br />of each intersection.
<br />Block
<br />5'-6
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />CASE ll:
<br />100 E
<br />2'-0"4•_
<br />No water mains shall be constructed without special permission
<br />+.1111
<br />numbers are to be acquired
<br />ZONE 8:
<br />If the sewer does not meet the ZONE 3 requirements given above
<br />2'-0"
<br />the water main shall be of class 200 pipe or equivalent.
<br />from the Son Joaquin County
<br />No water mains shall be constructed without special permission
<br />LINE
<br />from the County Environmental Health Dept. If permission is granted,
<br />12
<br />the sewer shall be encased with reinforced concrete as detailed below,
<br />Community Developement
<br />1 1 /2" R (typ)
<br />lv n a
<br />3.
<br />Department.
<br />See improvement plans for
<br />or reconstructed per case I ZONE C/O requirements.
<br />In
<br />Prohibited construction zone.
<br />location of traffic control
<br />TYPICAL STREET
<br />SIGN
<br />4.
<br />devices.
<br />The length of the street sin
<br />due
<br />1.•
<br />house laterals above pressure water
<br />I.
<br />varies to the length of
<br />f y
<br />6' concrete encasement head JIcter rhains, shall be reviewed
<br />detail (class B P.C.C.)
<br />{
<br />the street name.
<br />_b71
<br />#4 bar hoop 247 O.C. Environmental Health Dept.
<br />S.
<br />See Standard Drawing No. R-23
<br />DEAD ENO
<br />3'-6"3
<br />for proposed sidewalk
<br />5•-6"
<br />sign locations.
<br />6.
<br />Stop signs shall be 30" for
<br />I "r
<br />Isholl
<br />or polybutylene plastic.
<br />urban areas and for Infernal
<br />2.
<br />Plastic pipe up to 1 11/4" I.D. service shall be ultra high."
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />'�w
<br />Subdivision Streets 50" for rural
<br />ST
<br />"Driscopipe"
<br />i
<br />areas, and for stree l; which
<br />MAI N100
<br />infersect County roldeyalls , also To
<br />pressure rating of l60 psi.
<br />lx Preceded by a W 17 , SV
<br />3.
<br />Plastic pipe for 2" I.D. service shall be P8 2110
<br />' Stop Aheadr sign with apprmpriat
<br />Polybutylene or approved equal with minimum pressure
<br />Pavement mariii
<br />To
<br />rating of 160 psi.
<br />Corporation stop shall have car oration cock threads.
<br />•^'�"
<br />a -
<br />Edge of pavement
<br />5.
<br />Angle stop shall have swivel nut
<br />and lock wings.
<br />e�
<br />E
<br />Angle stop shall be vertically plumbed.
<br />or back of dike
<br />N
<br />7.
<br />II
<br />6' rural
<br />7' urbor
<br />''1/%,, \\�`' 101Stop and street
<br />�\� I sign location
<br />N
<br />2 1. D. galv.-��
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />10" flatten
<br />Pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />6 STANDARD
<br />SIGN DETAIL
<br />X\
<br />2
<br />3 DETAIL
<br />5
<br />NO SCALE
<br />�•--18
<br />PARALLEL
<br />ZONE C
<br />NOTE: Dimensions
<br />4"
<br />all crossings shall be at 90' where possible.
<br />No adopter joints in
<br />New sewer -existing water main
<br />special pipe
<br />Sewer lines will not be permitted in this zone without special
<br />A
<br />permission from County Environmental Health.
<br />wATE 4 T,
<br />Extra strength vitrified clay pipe with compression joints; or
<br />MAIN
<br />rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />N
<br />specifications.
<br />No adapter joints in special pipe
<br />3•
<br />1 ZONE D
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />3'-0" 1
<br />coating and approved mechanical joints shall be used. Where sewer
<br />ZONE
<br />777,
<br />PARALLEL
<br />CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE: Dimensions
<br />are from outside of water main to outside of sewer.
<br />all crossings shall be at 90' where possible.
<br />CASE I:
<br />New sewer -existing water main
<br />ZONE A:
<br />Sewer lines will not be permitted in this zone without special
<br />A
<br />permission from County Environmental Health.
<br />ZONE 3:
<br />Extra strength vitrified clay pipe with compression joints; or
<br />10
<br />rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />�,.• M /ewes
<br />dFl n
<br />specifications.
<br />ZONE C/D:
<br />Where sewer will carry flows from industrial or commercial develop-
<br />1•-B
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />3'-0" 1
<br />coating and approved mechanical joints shall be used. Where sewer
<br />45-
<br />will carry flows from residential developments only ductile iron pipe
<br />"
<br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />4'-
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR -35
<br />90
<br />specification may be used. In each case a minimum 18 foot length
<br />2'-6
<br />of pipe with no joints shall be centered at the water main. No
<br />5'-6
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />CASE ll:
<br />New water main -existing sewer
<br />2'-0"4•_
<br />No water mains shall be constructed without special permission
<br />+.1111
<br />from County Environmental Health Dept.
<br />ZONE 8:
<br />If the sewer does not meet the ZONE 3 requirements given above
<br />2'-0"
<br />the water main shall be of class 200 pipe or equivalent.
<br />ZCNE C:
<br />No water mains shall be constructed without special permission
<br />LINE
<br />from the County Environmental Health Dept. If permission is granted,
<br />12
<br />the sewer shall be encased with reinforced concrete as detailed below,
<br />or reconstructed per case I ZONE C/D requirements.
<br />ZONE D:
<br />The sewer shall be encased with reinforced concrete as detailed below,
<br />Corp Station
<br />or reconstructed per case I ZONE C/O requirements.
<br />ZONE P:
<br />Prohibited construction zone.
<br />6"
<br />�3,
<br />NOTE:
<br />2'-6'
<br />No. 4 bars
<br />(1) Sewer lines larger than 24" diameter,
<br />4'-
<br />1.•
<br />house laterals above pressure water
<br />I.
<br />Acceptable re,r arced mains &'.sewer lines within 25' of low
<br />f y
<br />6' concrete encasement head JIcter rhains, shall be reviewed
<br />detail (class B P.C.C.)
<br />{
<br />and approved by the County
<br />_b71
<br />#4 bar hoop 247 O.C. Environmental Health Dept.
<br />• .:''.:
<br />"A.
<br />BEND
<br />45• Max.
<br />to ,.
<br />/ _T , ,
<br />_w l •A•
<br />Min.
<br />TEE OUTLET DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />THRUST BLI
<br />DETAILS
<br />w �w
<br />1•Awaa •.aw .r her w/ .gap V .•r
<br />•• M •a•w•Y w • el•11er Y•w
<br />n
<br />\ I I 11
<br />I I
<br />II
<br />' 11
<br />aanersl�
<br />• .r
<br />r
<br />,O
<br />ENO AND CORNER •w1 .••• tleeNow,ll 11 mew. .war r well
<br />r rr .•:•. r r
<br />POST ASSEMBLY
<br />ii w. onwe weewen or wo r ir W •ive Wool W ""
<br />i{ Aw bY•• M•ws •.�
<br />r/L rn
<br />r.11.ie ,,, r w « .recti.+
<br />•Aside M a .hien on
<br />f•ne• "on pow"
<br />1 (!•• rive• YMw)
<br />Fseft -� a
<br />Mei[: onfe wnbe .be ;'-d`
<br />*1i
<br />l* does.
<br />it
<br />Tess to •c,awv •Nide w be 41 loost 20' t•q.
<br />FENCE LOCATION
<br />Typical Fobric
<br />Mounting Deloas
<br />Dde ,_..e r,..
<br />woew
<br />o
<br />dowb'•wa ow coos`
<br />.
<br />Un• •W r t00r wive Mw•ae
<br />NW M ll ••M iw11M•
<br />we••1 Msee wI tl•• wM.O N ee.•••e0
<br />w. by owhooww I..I. .
<br />,w
<br />.., nr 1 rW.
<br />,n.. -.1 e•w ,.. •.r
<br />M •r�
<br />Orr
<br />TYPICAL
<br />THRUST
<br />BLOCK DIMENSIONS
<br />See
<br />Notes
<br />FITTINGS
<br />A 1
<br />IT I
<br />FITTINGS
<br />A
<br />Below
<br />LIN
<br />rww.
<br />10
<br />LINE
<br />�,.• M /ewes
<br />dFl n
<br />ro)
<br />22 1/2
<br />1'-6"
<br />1•-B
<br />ti
<br />3'-0" 1
<br />2'-0
<br />45-
<br />�N'
<br />"
<br />N• •Nr
<br />4'-
<br />3'-0"
<br />90
<br />3'-0"
<br />2'-6
<br />Nr .N•••
<br />5'-6
<br />4•-0
<br />TEE OUTLET
<br />-Cr 1
<br />2'-0"4•_
<br />r
<br />+.1111
<br />4'-0"
<br />DEAD END
<br />3' -Cr 1
<br />2'-0"
<br />r
<br />4•-0"
<br />4'-0"
<br />LINE
<br />be, Is
<br />12
<br />LINE
<br />22 1/2-(:r
<br />1 2'2'-
<br />Corp Station
<br />2
<br />T-0
<br />-0
<br />45
<br />31-0
<br />2'-6'
<br />4'-
<br />4'-0
<br />90
<br />4'-0"
<br />3'-
<br />Service Clamp of ditch (if any)
<br />TEE
<br />3'-
<br />L1 or larger
<br />DEAD ENO
<br />3'-6"3
<br />dLI
<br />5•-6"
<br />THRUST BLI
<br />DETAILS
<br />w �w
<br />1•Awaa •.aw .r her w/ .gap V .•r
<br />•• M •a•w•Y w • el•11er Y•w
<br />n
<br />\ I I 11
<br />I I
<br />II
<br />' 11
<br />aanersl�
<br />• .r
<br />r
<br />,O
<br />ENO AND CORNER •w1 .••• tleeNow,ll 11 mew. .war r well
<br />r rr .•:•. r r
<br />POST ASSEMBLY
<br />ii w. onwe weewen or wo r ir W •ive Wool W ""
<br />i{ Aw bY•• M•ws •.�
<br />r/L rn
<br />r.11.ie ,,, r w « .recti.+
<br />•Aside M a .hien on
<br />f•ne• "on pow"
<br />1 (!•• rive• YMw)
<br />Fseft -� a
<br />Mei[: onfe wnbe .be ;'-d`
<br />*1i
<br />l* does.
<br />it
<br />Tess to •c,awv •Nide w be 41 loost 20' t•q.
<br />FENCE LOCATION
<br />Typical Fobric
<br />Mounting Deloas
<br />Dde ,_..e r,..
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<br />TYPICAL
<br />MEMBER
<br />DIMENSIONS
<br />See
<br />Notes
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<br />4 CHAIN LINK FENCE DETAIL
<br />5
<br />Street R/W
<br />EP Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal
<br />Bottom of Ditch Christy 812 box,
<br />(if any) bor ox
<br />-qu'ol meter
<br />r Meter
<br />GATE
<br />POST
<br />Iwwe
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<br />Angle
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<br />1•.p
<br />tel",aw
<br />.r
<br />W
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<br />" ^
<br />r
<br />an
<br />Service Line
<br />w•wr
<br />r
<br />+.1111
<br />awe
<br />3/4" Min. Size
<br />r
<br />sew er
<br />r
<br />1•se
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<br />r
<br />111.111
<br />dwi»
<br />Corp Station
<br />2
<br />win ••
<br />r
<br />as
<br />4 CHAIN LINK FENCE DETAIL
<br />5
<br />Street R/W
<br />EP Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal
<br />Bottom of Ditch Christy 812 box,
<br />(if any) bor ox
<br />-qu'ol meter
<br />r Meter
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust bl dimensions.were
<br />colculut�o avow a sod
<br />bearihg value of 1,000 pounds
<br />per square foot.
<br />p t)iESSIO-
<br />ONY J I�
<br />12/(97 J49
<br />Ftvct• / ,
<br />4F (;ettth�-
<br />SIEGFRIED ENGINEERING Inc.
<br />civil Eneboolhe! a Lane swveylne a stmah"l Enlbieer" a Flamm!
<br />40411 aew.•e• Ave SN••wn, G 011240-221111.2011 061-2031 • FY 2" 042-0214 -_
<br />DPAwN r, RAC cwcxm r AJC •N• SG79-27 ogre APRIL
<br />aELG+ 1111 OND aX111011
<br />r
<br />i
<br />W
<br />N
<br />Angle
<br />Q
<br />W
<br />0
<br />Stop
<br />Z
<br />Wco
<br />T
<br />ir/\
<br />b
<br />I-
<br />W
<br />n
<br />Z
<br />V
<br />Service Line
<br />Q
<br />1
<br />3/4" Min. Size
<br />Connection
<br />l
<br />Adaptor 5/8" 0 x 36" Rebor with
<br />Corp Station
<br />2
<br />hose clamps 12".
<br />Sport
<br />P
<br />24" min carver below
<br />bottom
<br />Service Clamp of ditch (if any)
<br />L1 or larger
<br />uble Strap)
<br />NOTES:
<br />1.
<br />Service line material be type k copper, polyethylene
<br />I "r
<br />Isholl
<br />or polybutylene plastic.
<br />2.
<br />Plastic pipe up to 1 11/4" I.D. service shall be ultra high."
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />'�w
<br />°
<br />C.
<br />"Driscopipe"
<br />r
<br />Orangeburg" or approved equal with minimum a
<br />_
<br />pressure rating of l60 psi.
<br />3.
<br />Plastic pipe for 2" I.D. service shall be P8 2110
<br />Polybutylene or approved equal with minimum pressure
<br />4.
<br />rating of 160 psi.
<br />Corporation stop shall have car oration cock threads.
<br />•^'�"
<br />a -
<br />>-r-;F�
<br />'v
<br />5.
<br />Angle stop shall have swivel nut
<br />and lock wings.
<br />e�
<br />6.
<br />Angle stop shall be vertically plumbed.
<br />_ I
<br />7.
<br />Size of service line shall be as required by the County.
<br />I
<br />,
<br />8.
<br />Mueller Insta-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />}
<br />9.
<br />Meter shall be Serious Meter nvasurablc in vAllons.
<br />with attachment connector spuds
<br />lC
<br />�•
<br />10.
<br />Lockable corporation cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />jr; ,Q
<br />w c
<br />11.
<br />;> -=
<br />Non metallic services shall have, a No. 10 gouge solid, bare, a. �.�
<br />"'
<br />v CL c -
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />c c
<br />3 K' T
<br />5 WATER SERVICE DETAIL
<br />5
<br />NOTES:
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust bl dimensions.were
<br />colculut�o avow a sod
<br />bearihg value of 1,000 pounds
<br />per square foot.
<br />p t)iESSIO-
<br />ONY J I�
<br />12/(97 J49
<br />Ftvct• / ,
<br />4F (;ettth�-
<br />SIEGFRIED ENGINEERING Inc.
<br />civil Eneboolhe! a Lane swveylne a stmah"l Enlbieer" a Flamm!
<br />40411 aew.•e• Ave SN••wn, G 011240-221111.2011 061-2031 • FY 2" 042-0214 -_
<br />DPAwN r, RAC cwcxm r AJC •N• SG79-27 ogre APRIL
<br />aELG+ 1111 OND aX111011
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