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■ trot f onT[
<br />STANDARD STORM
<br />DRAIN MANHOLE
<br />Curb, gutter, and
<br />Cost Iron From* and Cover - refer
<br />Top .1 pavement Bade
<br />to Standard Drawing No. S-4
<br />- 31 1/2'
<br />Aorto,
<br />PlKast reinforced concrete
<br />O O
<br />E�rrode adjsislment ringqsa
<br />6
<br />4"
<br />,-
<br />as eq ♦ , & sections
<br />as required
<br />r
<br />/
<br />Preco.t reinforced
<br />SECTION C -C
<br />I Ig
<br />I I I I
<br />concrete cone
<br />I I
<br />T-0
<br />Blue Reflective Pavement Marker
<br />0
<br />AN joint' mortared and
<br />2'-T H
<br />banded
<br />with mortes on
<br />Dlam. w
<br />both interior and
<br />I
<br />exterior surfaces
<br />or
<br />Valve box, frame and lid joint as req'd.
<br />'-
<br />Q
<br />Precast reinforced manhole,
<br />)�
<br />5 Min.
<br />�
<br />Flanged by ring -cite adaptor
<br />(as required)'
<br />ASTM 0478, adjust to
<br />ZONE P:
<br />x11
<br />Water main I
<br />2' x 4' concrete
<br />e
<br />Proper elevation. (1'.2'.3%
<br />a
<br />,
<br />g
<br />r FOR OFF STREET
<br />4' sections on, required)
<br />r Conn. thrust 61ock
<br />refer to Standord
<br />I
<br />_ �l 1•
<br />Conc. thrust Drawing No. W-5
<br />,a
<br />block refer to 6" flanged or flanged by
<br />C
<br />A
<br />Tdco No 11 tee or equal
<br />Notes:
<br />NOTES:
<br />Diem .
<br />1. Fire hydrants shall be placed with pumper outlet facing directly
<br />towards
<br />a,
<br />4'-0"
<br />n
<br />1. carries shall
<br />3. Fire hydrants to be American Darting model B-628, Long
<br />Beach model 615,
<br />James Jones J-4060, Dresser M & H style 929 reliant',
<br />Mueller "Centurion'
<br />or 'Modern Centurion or approved equal with (2)2 1/2"
<br />n
<br />used whwhere specified on
<br />used
<br />Dry barrel in the Stockton area: (2)2 1/2" & (1)4 1/2
<br />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 />the plans.
<br />t aw
<br />5. Break off check valve, Long Beach Iron ''Works, model LB
<br />400, or
<br />2. Joints may be either keyed
<br />•'
<br />a'. and groove. •;�
<br />3. Diameter "A shop be
<br />Lowest
<br />48', W. or 72' as 4
<br />FL
<br />required. Class "e" concrete fa10
<br />box. Pm -cost Dose
<br />may be used if approved
<br />by the Director of Public Works
<br />ELEVATION
<br />NOTE: li 1'-6 concrete cone may be used i/ approved by the Director
<br />o/ Public woes
<br />Std. Frame & Cove _
<br />Close
<br />Mortar
<br />Flat slob shah be used when
<br />Max
<br />depth does not permit use of
<br />tope,ed unit
<br />•'
<br />24'---"I
<br />Use Precost H-20 load rated
<br />1::6*
<br />as manufactured by TeiPrecast
<br />Min.---
<br />Fr, equal.
<br />A
<br />Frame shelf be secured to riser or
<br />Ela/ slab top with cement mortar
<br />to
<br />FLAT SLAB TOP
<br />STANDARD STORM
<br />DRAIN MANHOLE
<br />Curb, gutter, and
<br />Edge of
<br />sidewalk
<br />pavement
<br />- 31 1/2'
<br />An
<br />ill W
<br />pavement
<br />i
<br />12-- I 12 i
<br />r
<br />4"
<br />,-
<br />I
<br />r
<br />1.-4& a.
<br />r
<br />/
<br />i I
<br />SECTION C -C
<br />I Ig
<br />I I I I
<br />4' -1 II��
<br />I I
<br />T-0
<br />Blue Reflective Pavement Marker
<br />6"
<br />PLAN VIEW
<br />R/W
<br />Variable
<br />11'
<br />Break -off
<br />I
<br />check valve
<br />or
<br />Valve box, frame and lid joint as req'd.
<br />I refer to Standord Drawing by director
<br />Q
<br />No. W-4.
<br />)�
<br />2 above ground line
<br />�
<br />Flanged by ring -cite adaptor
<br />(as required)'
<br />Im
<br />ZONE P:
<br />x11
<br />Water main I
<br />2' x 4' concrete
<br />_ -
<br />27
<br />I anchor block
<br />a
<br />,
<br />g
<br />r FOR OFF STREET
<br />r Conn. thrust 61ock
<br />refer to Standord
<br />I
<br />_ �l 1•
<br />Conc. thrust Drawing No. W-5
<br />-I
<br />block refer to 6" flanged or flanged by
<br />C
<br />Standard Drawing ring -tile gate valve
<br />No. W-5.
<br />Tdco No 11 tee or equal
<br />E
<br />NOTES:
<br />Extensions
<br />1. Fire hydrants shall be placed with pumper outlet facing directly
<br />towards
<br />the street.
<br />4'-0"
<br />2. Fire hydrants shall be clean and free of concrete.
<br />3. Fire hydrants to be American Darting model B-628, Long
<br />Beach model 615,
<br />James Jones J-4060, Dresser M & H style 929 reliant',
<br />Mueller "Centurion'
<br />or 'Modern Centurion or approved equal with (2)2 1/2"
<br />& (1)4 outlets.
<br />Dry barrel in the Stockton area: (2)2 1/2" & (1)4 1/2
<br />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 />in back of sidewalk.
<br />5. Break off check valve, Long Beach Iron ''Works, model LB
<br />400, or
<br />approved equal
<br />I�ci�i�l ' 4 ►�,
<br />Cast iron frame and cover
<br />refer to Standard Drawing No. S-4
<br />I a
<br />Groove filled with mortar before
<br />installing cast iron frame and cover
<br />I Precast reinforced concrete grode
<br />adjustment rings 2". 3, 4", & 8' high
<br />2'-T
<br />CD am.
<br />FVC Precast reinforced Concrete tapered
<br />section to be in accordance with approved
<br />' monufacturei s dimensions
<br />MI joints mortared and banded with
<br />mortar on both interior and exterior
<br />5" Min. surfaces
<br />4'- T Precast reinforced concrete manhole
<br />ro
<br />In.
<br />npipes, ASTM desig. C-478, ad It to
<br />o A proper elevation. (1',2',3, &
<br />iisections as required.)
<br />> n _
<br />�6 r- Water light joints
<br />.10
<br />l I I
<br />t f
<br />H '
<br />Class "B" A
<br />concrete ELEVATION
<br />SECTION A -A
<br />re Note: A 1'-6" concrete cone may be used if approved by the engineer.
<br />STANDARD SANITARY
<br />SEWER MANHOLE
<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 sholl be as manufactured for the
<br />valve box supplied or pipe of correct size can
<br />be used.
<br />Valve
<br />box
<br />Riser pipe
<br />Wire not 110 AWD; single strand, sort drawn
<br />required copper wave; bore along pipb 4/64" Sae
<br />between polyvinyl chloride insulation outside detail
<br />Mese valves of valve riser p'ape and into the below
<br />if within 10' valve box
<br />al lee VALVE DETAIL
<br />Cover splice with
<br />electrical tape
<br />Splice runs together
<br />keep clear of lilting
<br />Insulation into Soldered
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />SPLICE DETAIL
<br />TYPICAL LAYOUT
<br />NOTES:
<br />1) Win to be continuous between valve boxes,
<br />except as noted.
<br />2) Ben win not to touch valves or lilting..
<br />3 Locating wire to be laid at bottom of trench,
<br />next to pipe.
<br />LOCATOR WIRE
<br />INSTALLATION
<br />Il[V!lIONi DENT!! ORAIMN [T _
<br />SUE1011ITTSW 9T G� [%R DATE , /
<br />RILE. DAT[ L ,7 - Z -
<br />VALVE BOX
<br />r 'S' stamped in lop of
<br />curb to identify se.e,
<br />service -.
<br />1 E 1/Y D- 3 HOLES
<br />ALLY SPACED
<br />A
<br />pop
<br />O °0 0 C,
<br />0 ° °❑
<br />OO 00°n
<br />3/4" Steel Bar
<br />1 17/3r
<br />30'
<br />3 3/8-�-�
<br />PICK HOL`_
<br />I"xl 1/4" PICK HOLE
<br />2 / 25 1 2" 1 I
<br />1 1/4-
<br />1 1/4-
<br />THRUST BLOCK DIMENSIONS
<br />Cast
<br />iron lid (all locations)
<br />- 31 1/2'
<br />An
<br />SECTION A -A
<br />Rattle -proof, machined
<br />112-
<br />4"
<br />,-
<br />seating surface
<br />FOR ALL STREET
<br />-I r 5-1/2,
<br />SECTION C -C
<br />1' EF
<br />LOCATIONS
<br />I 3-0' I
<br />T-0
<br />45
<br />6"
<br />14 1/4"6"+'�
<br />iiT
<br />3'-0'
<br />2' asphalt concrete
<br />1l I/8"
<br />P5/
<br />finished grade
<br />r
<br />-
<br />TEE OUTLET
<br />DEAD END
<br />3_0"
<br />J
<br />2.-T .._._ .. _-
<br />2'-(r
<br />4'-
<br />4' ?
<br />4' _0"
<br />1'-0"
<br />LINE
<br />m
<br />T
<br />or reconstructed per case I ZONE C/O requirements.
<br />ZONE P:
<br />ry
<br />f
<br />S NOTE:
<br />_ -
<br />27
<br />J'-0
<br />3'-0
<br />g
<br />r FOR OFF STREET
<br />6 .t.a (, encasementP.C.0 head water mains, shall be reviewed
<br />dslok (class B P.C.C.) shall
<br />90
<br />LOCATIONS
<br />3'-G'
<br />8--0"
<br />C
<br />TE OUT T
<br />SEPARATION STANDARDS
<br />E
<br />Concrete base to be
<br />Extensions
<br />3'-6
<br />sr,f
<br />around valve box.
<br />4'-0"
<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 sholl be as manufactured for the
<br />valve box supplied or pipe of correct size can
<br />be used.
<br />Valve
<br />box
<br />Riser pipe
<br />Wire not 110 AWD; single strand, sort drawn
<br />required copper wave; bore along pipb 4/64" Sae
<br />between polyvinyl chloride insulation outside detail
<br />Mese valves of valve riser p'ape and into the below
<br />if within 10' valve box
<br />al lee VALVE DETAIL
<br />Cover splice with
<br />electrical tape
<br />Splice runs together
<br />keep clear of lilting
<br />Insulation into Soldered
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />SPLICE DETAIL
<br />TYPICAL LAYOUT
<br />NOTES:
<br />1) Win to be continuous between valve boxes,
<br />except as noted.
<br />2) Ben win not to touch valves or lilting..
<br />3 Locating wire to be laid at bottom of trench,
<br />next to pipe.
<br />LOCATOR WIRE
<br />INSTALLATION
<br />Il[V!lIONi DENT!! ORAIMN [T _
<br />SUE1011ITTSW 9T G� [%R DATE , /
<br />RILE. DAT[ L ,7 - Z -
<br />VALVE BOX
<br />r 'S' stamped in lop of
<br />curb to identify se.e,
<br />service -.
<br />1 E 1/Y D- 3 HOLES
<br />ALLY SPACED
<br />A
<br />pop
<br />O °0 0 C,
<br />0 ° °❑
<br />OO 00°n
<br />3/4" Steel Bar
<br />1 17/3r
<br />30'
<br />3 3/8-�-�
<br />PICK HOL`_
<br />I"xl 1/4" PICK HOLE
<br />2 / 25 1 2" 1 I
<br />1 1/4-
<br />1 1/4-
<br />THRUST BLOCK DIMENSIONS
<br />-24"
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />- 31 1/2'
<br />An
<br />SECTION A -A
<br />A
<br />112-
<br />4"
<br />,-
<br />wor Vent -Optional
<br />/
<br />-I r 5-1/2,
<br />SECTION C -C
<br />2 Ile
<br />SECTION B -B NOTE: From. and Cover she* be
<br />machined to assure interchangeability
<br />and o close, quiet Rt.
<br />FRAME & COVER
<br />(MANHOLE)
<br />THRUST BLOCK DETAILS
<br />ln bo
<br />-,-, -,
<br />r"A". ..A. -A 1
<br />Min.
<br />BEND TEE OUTLET DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />V min 2' max
<br />Temporary wood stoke _
<br />(2x2 or larger)
<br />45'
<br />for
<br />Service lateral
<br />Per It.
<br />NOTES
<br />1. AN thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "T 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 />Existing pavement
<br />or grown 7
<br />6"
<br />or
<br />I.D. Pipe-/,
<br />PLAN
<br />7/8"0x6" bolts
<br />4S
<br />Cast Iron Frame and Cover
<br />refe, to Standard Droving No. 5-6
<br />Poured -in-
<br />place class 'Er
<br />6"
<br />L ... v\ .. .
<br />6' Bottom of trench \ r w/ 6" J
<br />Elevation Section A -A
<br />TYPICAL CLEANOUT INSTALLATION
<br />SEWER CLEANOUT
<br />�.[�1\</ "moi /���, ''�:• ��i /?; zip>,�
<br />J.
<br />/
<br />r ^•r O
<br />Concrete Thrust •'I:
<br />Block
<br />PLAN CHRIS bb -8" or equal
<br />o
<br />I Sid Ik
<br />Mork 'W" at line location 36'
<br />♦ \.. �/\ 8" Man
<br />'.. 12' Max
<br />2' Threaded Cap
<br />N5 rebor top and bottom
<br />Cost iron cap topped 2d' • llllr� 2" Galy. Iron Riser
<br />CI
<br />' + Concrete or PVC pipe
<br />0
<br />D cut to fit (10" id min.)
<br />/ 2' GaW iron 90 elbow
<br />�'• 2' Bronze gate volve
<br />2' Threaded galy.
<br />with non -rising stem.
<br />Iron nipple-24"STOCKHAM B-130 or a roved
<br />Max. length
<br />/ �� / DP
<br />12" equal with 2" operating nut
<br />NOTE: SECTION
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE: Dimensions ore from outside of water main to outside of sewer.
<br />all crossings shall be at 90' where possible.
<br />CASE I: New sewer -existing water main
<br />ZONE A: Sewer lines will not be permitted in this tone without special
<br />w �� Approved stoppers permission Irom County Environmenlol Health.
<br />µin,
<br />Slope ZONE B: Extra strength vitrified clay pipe with compression joints; or
<br />4' min 5' Is rubber gaskeled plastic pipe conforming to ASTM 03034-81 SDR -35
<br />Sewer
<br />Main Undisturbed earth
<br />1/r crushed rock
<br />1/8 bend
<br />wye
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. NI services shall be a inside diameter or as shown on plan.
<br />2. Contractor shall use the most appropriate type connection
<br />(alternates on sht. 2) for the particular situation.
<br />3. Su standard plan for required cleonouls & boxes.
<br />SEWER SERVICE LATERAL
<br />APPROVED BY: Henry M.'Hirata RCE No. 21258
<br />19_
<br />SAN J IN COUNTY DIRECTOR 0 LI WORKS
<br />ZONE C/D:
<br />THRUST BLOCK DIMENSIONS
<br />Angle
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />FITTINGS
<br />An
<br />FITTINGS
<br />A
<br />B
<br />6 LINE
<br />10 LINE
<br />/
<br />of pipe with no joints shall be centered at the water main. No
<br />22 1/2 -_
<br />1' EF
<br />1 I.-5
<br />I 3-0' I
<br />T-0
<br />45
<br />2'-d•_
<br />L2
<br />iiT
<br />3'-0'
<br />90
<br />Y-0"
<br />ZONE C:
<br />No water mains sholl be constructed without special permission
<br />-
<br />TEE OUTLET
<br />DEAD END
<br />3_0"
<br />J
<br />2.-T .._._ .. _-
<br />2'-(r
<br />4'-
<br />4' ?
<br />4' _0"
<br />1'-0"
<br />LINE
<br />The sewer shall be encased with reinforced concrete as detailed below,
<br />127 LINE
<br />or reconstructed per case I ZONE C/O requirements.
<br />ZONE P:
<br />22 1/2;
<br />f
<br />S NOTE:
<br />_ -
<br />27
<br />J'-0
<br />3'-0
<br />hawse lateralss bbco ove water
<br />Acceptable reinforced maim & sewer lines withinpressure
<br />2S of Tow
<br />6 .t.a (, encasementP.C.0 head water mains, shall be reviewed
<br />dslok (class B P.C.C.) shall
<br />90
<br />4'-0"
<br />3'-G'
<br />8--0"
<br />4'-0-
<br />TE OUT T
<br />SEPARATION STANDARDS
<br />5'-6"
<br />4'-0"
<br />DEAD ENO
<br />3'-6
<br />}•-
<br />5'-6" 1
<br />4'-0"
<br />NOTES
<br />1. AN thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "T 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 />Existing pavement
<br />or grown 7
<br />6"
<br />or
<br />I.D. Pipe-/,
<br />PLAN
<br />7/8"0x6" bolts
<br />4S
<br />Cast Iron Frame and Cover
<br />refe, to Standard Droving No. 5-6
<br />Poured -in-
<br />place class 'Er
<br />6"
<br />L ... v\ .. .
<br />6' Bottom of trench \ r w/ 6" J
<br />Elevation Section A -A
<br />TYPICAL CLEANOUT INSTALLATION
<br />SEWER CLEANOUT
<br />�.[�1\</ "moi /���, ''�:• ��i /?; zip>,�
<br />J.
<br />/
<br />r ^•r O
<br />Concrete Thrust •'I:
<br />Block
<br />PLAN CHRIS bb -8" or equal
<br />o
<br />I Sid Ik
<br />Mork 'W" at line location 36'
<br />♦ \.. �/\ 8" Man
<br />'.. 12' Max
<br />2' Threaded Cap
<br />N5 rebor top and bottom
<br />Cost iron cap topped 2d' • llllr� 2" Galy. Iron Riser
<br />CI
<br />' + Concrete or PVC pipe
<br />0
<br />D cut to fit (10" id min.)
<br />/ 2' GaW iron 90 elbow
<br />�'• 2' Bronze gate volve
<br />2' Threaded galy.
<br />with non -rising stem.
<br />Iron nipple-24"STOCKHAM B-130 or a roved
<br />Max. length
<br />/ �� / DP
<br />12" equal with 2" operating nut
<br />NOTE: SECTION
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE: Dimensions ore from outside of water main to outside of sewer.
<br />all crossings shall be at 90' where possible.
<br />CASE I: New sewer -existing water main
<br />ZONE A: Sewer lines will not be permitted in this tone without special
<br />w �� Approved stoppers permission Irom County Environmenlol Health.
<br />µin,
<br />Slope ZONE B: Extra strength vitrified clay pipe with compression joints; or
<br />4' min 5' Is rubber gaskeled plastic pipe conforming to ASTM 03034-81 SDR -35
<br />Sewer
<br />Main Undisturbed earth
<br />1/r crushed rock
<br />1/8 bend
<br />wye
<br />Flow
<br />WYE DETAIL PROFILE DETAIL
<br />NOTES:
<br />1. NI services shall be a inside diameter or as shown on plan.
<br />2. Contractor shall use the most appropriate type connection
<br />(alternates on sht. 2) for the particular situation.
<br />3. Su standard plan for required cleonouls & boxes.
<br />SEWER SERVICE LATERAL
<br />APPROVED BY: Henry M.'Hirata RCE No. 21258
<br />19_
<br />SAN J IN COUNTY DIRECTOR 0 LI WORKS
<br />ZONE C/D:
<br />aped ¢.bona.
<br />where sewer will carry flows from industrial or commercial develop-
<br />Angle
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />coating and opproved mechanical joints shall be used. Where sewer
<br />Stop
<br />will carry flows from residential developments only ductile iron pipe
<br />200 PVC (DR14 AWWA C900) or j
<br />.�,
<br />as above. class par plastic pipe
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR -35
<br />specification may be used. In each case a minimum 18 foot length
<br />/
<br />of pipe with no joints shall be centered at the water main. No
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />or CASE If:
<br />New water main -existing sewer
<br />Connectio13/747
<br />No water mains shall be constructed without special permission
<br />from County Environmental Health Dept.
<br />�. ZONE 8:
<br />If the sewer does not meet the ZONE B requirements given above
<br />'
<br />the water main shall be of class 200 pipe or equivalent.
<br />ZONE C:
<br />No water mains sholl be constructed without special permission
<br />from the County Environmental Health Dept. If permission is granted.
<br />the sewer shall be encased with reinforced concrete as detailed below,
<br />or reconstructed per case I ZONE C/O requirements.
<br />ZONE 0:
<br />The sewer shall be encased with reinforced concrete as detailed below,
<br />or reconstructed per case I ZONE C/O requirements.
<br />ZONE P:
<br />Prohibited construction tone.
<br />f
<br />S NOTE:
<br />No. 4 ban
<br />(I) Sewer lines ithan 24 diameter,
<br />t . •
<br />hawse lateralss bbco ove water
<br />Acceptable reinforced maim & sewer lines withinpressure
<br />2S of Tow
<br />6 .t.a (, encasementP.C.0 head water mains, shall be reviewed
<br />dslok (class B P.C.C.) shall
<br />and approved by the County
<br />04 bar beep 247 O.C. Environmental Health Dept.
<br />WATER -SEWER
<br />SEPARATION STANDARDS
<br />Street R/W
<br />Metol lid on
<br />all meter boxes
<br />Christy C-20
<br />- Exist. Ground lid, or equal
<br />Bottom of Ditch Christy 812 box,
<br />(it any) or equal meter
<br />Service Clamp of ditch (al any)
<br />(1 or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type it 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 I' I.D. service shall be PS 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 stopshall 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 Precision Meter Inc. model PPM 5/8"x3/4"
<br />With attachment connector spuds
<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 o No. 10 gauge solid, bore,
<br />soft drown copper wire laid along the service line, and accessible
<br />in the meter box.
<br />WATER SERVICE
<br />pick h
<br />8 1/
<br />A
<br />7/8" dia.
<br />7/8-
<br />SECTION B -B w,
<br />12
<br />O" -
<br />9 3/4-
<br />I
<br />--I B '1/4- (-_-
<br />SECTION A -A
<br />2`6• FRAME & COVER
<br />2" BLOWOFF `
<br />3/4" R 61 Depressed letter "W'
<br />(lyp) 1 l2jrCf` > or (two inches- (SANITARY SEWER CLEANOUT)
<br />to Level line high)) in curb ttoo
<br />1. - demi/y service
<br />locations
<br />3, -•'l r
<br />■AUMMACH &_ 1'1AZZA DETAIL
<br />CIVIL ■NSINSERS
<br />SURVEYORS
<br />31107 MR !LM STC LODI CALIR
<br />one4o ww.now 5iu-avis
<br />holes
<br />m
<br />00
<br />Three 5/11' x 24" long steel W- Water line
<br />dowels, greased and S- Sanitary sewer line
<br />wrapped one aide through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />Variable 2'-0' Level line
<br />1 1/2"
<br />Broom finish 3/4" R
<br />Scored line if (typ.) 1"
<br />1
<br />6• morwlithic pear li Slope 1/4" per 1' Broom
<br />finish
<br />IV
<br />T
<br />3/e' x 24" long steel dowels
<br />spaced 12' o.c., greased and it 12" 1 I/r & 3 1/2" key
<br />wrapped one aide through unless poured monolithic
<br />every expansion joint.
<br />CURB, GUTTER & SIDEWALK
<br />NOTES:
<br />1. Construct 3/15" expansion joints O 200' maximum and 1/4' returns, around
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joints sholl be constructed O 12' maximum
<br />intervals.
<br />3. NI radii ore 3/47 unless otherwise specified.
<br />4. Curb, gutter, and sidewalk should have a broom finish.
<br />5 At curb returns shall be type A curb end gutter.
<br />6. For subgrode rF value less than 50, place six inches aggregate subbase
<br />under all concrete and compact to 905. Subgrads motenal under curb gutter
<br />and sidewalk shall be compacted to 905 relative compaction to a depth of six
<br />inches.
<br />TYPE "A"
<br />CURB, GUTTER, & SIDEWALK
<br />COMMERCIAL & INDUSTRIAL
<br />SHEET MOKE LUMNE) CHESTNUT)
<br />AUGUSTA STREET
<br />STREET IMPROVEMENT5
<br />SHEET © OF 7
<br />JOBNO 9151, 9202
<br />FILE
<br />qDt
<br />N
<br />Angle
<br />Stop
<br />.�,
<br />ice Line
<br />Min. Size
<br />Connectio13/747
<br />Adaptor8'
<br />E x 36" Rebar with
<br />/v
<br />Corporation
<br />2 hose clamps 12" apart
<br />Stop
<br />23 min conver
<br />below bottom
<br />Service Clamp of ditch (al any)
<br />(1 or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type it 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 I' I.D. service shall be PS 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 stopshall 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 Precision Meter Inc. model PPM 5/8"x3/4"
<br />With attachment connector spuds
<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 o No. 10 gauge solid, bore,
<br />soft drown copper wire laid along the service line, and accessible
<br />in the meter box.
<br />WATER SERVICE
<br />pick h
<br />8 1/
<br />A
<br />7/8" dia.
<br />7/8-
<br />SECTION B -B w,
<br />12
<br />O" -
<br />9 3/4-
<br />I
<br />--I B '1/4- (-_-
<br />SECTION A -A
<br />2`6• FRAME & COVER
<br />2" BLOWOFF `
<br />3/4" R 61 Depressed letter "W'
<br />(lyp) 1 l2jrCf` > or (two inches- (SANITARY SEWER CLEANOUT)
<br />to Level line high)) in curb ttoo
<br />1. - demi/y service
<br />locations
<br />3, -•'l r
<br />■AUMMACH &_ 1'1AZZA DETAIL
<br />CIVIL ■NSINSERS
<br />SURVEYORS
<br />31107 MR !LM STC LODI CALIR
<br />one4o ww.now 5iu-avis
<br />holes
<br />m
<br />00
<br />Three 5/11' x 24" long steel W- Water line
<br />dowels, greased and S- Sanitary sewer line
<br />wrapped one aide through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />Variable 2'-0' Level line
<br />1 1/2"
<br />Broom finish 3/4" R
<br />Scored line if (typ.) 1"
<br />1
<br />6• morwlithic pear li Slope 1/4" per 1' Broom
<br />finish
<br />IV
<br />T
<br />3/e' x 24" long steel dowels
<br />spaced 12' o.c., greased and it 12" 1 I/r & 3 1/2" key
<br />wrapped one aide through unless poured monolithic
<br />every expansion joint.
<br />CURB, GUTTER & SIDEWALK
<br />NOTES:
<br />1. Construct 3/15" expansion joints O 200' maximum and 1/4' returns, around
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joints sholl be constructed O 12' maximum
<br />intervals.
<br />3. NI radii ore 3/47 unless otherwise specified.
<br />4. Curb, gutter, and sidewalk should have a broom finish.
<br />5 At curb returns shall be type A curb end gutter.
<br />6. For subgrode rF value less than 50, place six inches aggregate subbase
<br />under all concrete and compact to 905. Subgrads motenal under curb gutter
<br />and sidewalk shall be compacted to 905 relative compaction to a depth of six
<br />inches.
<br />TYPE "A"
<br />CURB, GUTTER, & SIDEWALK
<br />COMMERCIAL & INDUSTRIAL
<br />SHEET MOKE LUMNE) CHESTNUT)
<br />AUGUSTA STREET
<br />STREET IMPROVEMENT5
<br />SHEET © OF 7
<br />JOBNO 9151, 9202
<br />FILE
<br />qDt
<br />
|