|
i
<br />Na- R..N.1 STANDARD SANITARY
<br />n•^ NT JLD SEWER MANHOLE
<br />llw i by COUNTY OF SAN JOAQUIN
<br />w. Mr1MF IMPARTMENT OF PUAIC WORKS
<br />1 1/2" D- 3 HOLES
<br />EQUALLY SPACED —
<br />A
<br />••• . • .,fob .
<br />°"• SEPT. 1991
<br />0•No" Nn C 7
<br />PICK HOLE'
<br />1"x1 1/4" PICK HOLE
<br />30 MIN
<br />r
<br />,.
<br />Curb, ?utter, and Edge of
<br />" sidewofk pavement
<br />1._ 1
<br />3" AC
<br />& W pavement
<br />I '
<br />•" I . I -�
<br />I I 4'
<br />Blue Reflective Pavement Marker
<br />1 ANGLE METER STOP 1" METER COUPLING PLAN VIEW R/W
<br />G
<br />—WATER MAIN 1•„�u
<br />l+- Variable 11'
<br />„
<br />IS V.
<br />♦�"•� � I cf
<br />heck oor
<br />1 POLYETHYLENE
<br />TUBING I Valve box, frame and linjoint
<br />Indi ectoeq'd. Q
<br />refer to Standard Drawing
<br />No. W-4. y
<br />O HOUSE 2" above ground line 10)
<br />--"--
<br />1" GA - VALVE I Flanged by ring -tits adaptor
<br />1'/a x 10'/a SGH 80 IDLER 1 N ( (as required) I
<br />1 SCH 80 N PLE Wal r main
<br />1 2' x 4' concrete
<br />anchor block
<br />Ll
<br />Cone. thrust bloc
<br />' ClRISTY BIG METER BOX..:-. _ CHRIS F8-CURB..VALVE refer to Stondard
<br />W CONCRETE LID BOX W CONCRETE LIDl. Con .thrust Drawing No. w–S
<br />MARKED "WATER bloc refer to 6" flanged or flanged by
<br />Stb and Drawing ring-tite gate valve
<br />No. -5.
<br />Tifco No. 11 tee or equal
<br />.24". MIN. COVER —y' 0• HOUSE NO ES:
<br />1.0 CU OCATIiVG WIRE 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 6151
<br />James Jones J-4060, Dresser M & H style 929 "reliant", Mueller "Centurion'
<br />—1" MALE CORP. STOP 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 />IRONZE SERVICE CLAMP areas as approved by the fire chief. ,
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />ELEVATION fire district.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />LOCKEFORD COMMUP
<br />ITY SERVICES DISTRICT
<br />. WATER SERVI
<br />Cast iron frame and cover
<br />DRAWING NO.
<br />1
<br />SC
<br />INCE
<br />1 -
<br />4LE.
<br />refer to Standard Drawing No. S-4
<br />b X
<br />„, W
<br />FRAME & COVE
<br />i
<br />`
<br />IFS
<br />�
<br />N•.
<br />5/6' dia
<br />- 3 holes
<br />Groove filled with mortar before
<br />1„ x 1 1 /4" B
<br />installing cast iron frame and cover
<br />q
<br />�
<br />R CLEANOUT
<br />pick hole
<br />Precast reinforced concrete grade
<br />Q
<br />-�
<br />adjustment rings 2", 3", 47, & 6' high
<br />_T
<br />RECORD DRAWING
<br />g
<br />I d
<br />Djam.
<br />VALVE BOX
<br />NI
<br />SHEETS
<br />Precast reinforced concrete tapered
<br />A�
<br />-
<br />Corrections By
<br />No Changes By
<br />section to be in accordance with approved
<br />machined to assure interchangeabilitySEW
<br />fit.
<br />,
<br />Date i 24 - 4!
<br />manufacturer's dimensions
<br />&.it
<br />"
<br />Any Person Using This Drawing Should Verify
<br />(SANITARY SEWER CLEANOUT)
<br />'
<br />All joints mortared and banded with
<br />caLI1D�'
<br />All Information By Inspecting The Site Of work.
<br />Cost Iron Frame and Cover
<br />d10.
<br />mortar on both interior and exterior
<br />and a close, quiet
<br />refer to Standard Drawing No. S-6
<br />5" Min.
<br />,'
<br />surfaces
<br />a JLD
<br />4'-0"
<br />'
<br />s«N Nr
<br />JLD
<br />Dipm.
<br />Precast reinforced concrete manhole
<br />cWA" by
<br />COUN
<br />OF SAN JOAQUIN
<br />oa. SEPT. 1991
<br />by
<br />pipes, ASTM desig. C-478, adjust
<br />to
<br />o
<br />3"3 t -m I
<br />A
<br />COUNTY OF SAN JOAQUIN
<br />proper elevation. (1',2',3', & 4'
<br />Rn
<br />N••
<br />R• pW
<br />.:
<br />FRAME & COVER
<br />sections as required.)
<br />sa.
<br />aP
<br />6..
<br />o..w N. _
<br />6,.
<br />;.
<br />awl a PUBM raRst
<br />,Re „. -
<br />_
<br />y"'
<br />NONE
<br />_ ovuntNT a maw rays
<br />Water tight joints
<br />:1
<br />'1
<br />VERTICAL DATUM
<br />'
<br />DESIGNED
<br />G`'A•
<br />REVISED
<br />ATTEDERRY
<br />,cOckEFoeo
<br />Bt ufFs suBai v1siory unit r Ivo. z
<br />ro•^ � JLD
<br />S,E,E COv,E2 SN.E;-T
<br />�'G
<br />A
<br />^•'M•^ •,
<br />COUNTY OF SAN JOAQUIN
<br />Ode SEPT. 1991
<br />"M NONE
<br />- DP�ENTOFwMA _
<br />Dra.WgN•. 5 - 4
<br />DRAWN
<br />AS�IATES
<br />r +
<br />"B"
<br />1�.4TE�2
<br />_
<br />AND SECJf DETAlL S
<br />A
<br />Class
<br />concrete
<br />ELEVATION
<br />SECTION A—A
<br />Note: A
<br />1'-6" concrete cone
<br />may be used if approved by the engineer.
<br />Na- R..N.1 STANDARD SANITARY
<br />n•^ NT JLD SEWER MANHOLE
<br />llw i by COUNTY OF SAN JOAQUIN
<br />w. Mr1MF IMPARTMENT OF PUAIC WORKS
<br />1 1/2" D- 3 HOLES
<br />EQUALLY SPACED —
<br />A
<br />••• . • .,fob .
<br />°"• SEPT. 1991
<br />0•No" Nn C 7
<br />PICK HOLE'
<br />1"x1 1/4" PICK HOLE
<br />30 MIN
<br />r
<br />,.
<br />Curb, ?utter, and Edge of
<br />" sidewofk pavement
<br />1._ 1
<br />3" AC
<br />& W pavement
<br />I '
<br />•" I . I -�
<br />I I 4'
<br />Blue Reflective Pavement Marker
<br />1 ANGLE METER STOP 1" METER COUPLING PLAN VIEW R/W
<br />G
<br />—WATER MAIN 1•„�u
<br />l+- Variable 11'
<br />„
<br />IS V.
<br />♦�"•� � I cf
<br />heck oor
<br />1 POLYETHYLENE
<br />TUBING I Valve box, frame and linjoint
<br />Indi ectoeq'd. Q
<br />refer to Standard Drawing
<br />No. W-4. y
<br />O HOUSE 2" above ground line 10)
<br />--"--
<br />1" GA - VALVE I Flanged by ring -tits adaptor
<br />1'/a x 10'/a SGH 80 IDLER 1 N ( (as required) I
<br />1 SCH 80 N PLE Wal r main
<br />1 2' x 4' concrete
<br />anchor block
<br />Ll
<br />Cone. thrust bloc
<br />' ClRISTY BIG METER BOX..:-. _ CHRIS F8-CURB..VALVE refer to Stondard
<br />W CONCRETE LID BOX W CONCRETE LIDl. Con .thrust Drawing No. w–S
<br />MARKED "WATER bloc refer to 6" flanged or flanged by
<br />Stb and Drawing ring-tite gate valve
<br />No. -5.
<br />Tifco No. 11 tee or equal
<br />.24". MIN. COVER —y' 0• HOUSE NO ES:
<br />1.0 CU OCATIiVG WIRE 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 6151
<br />James Jones J-4060, Dresser M & H style 929 "reliant", Mueller "Centurion'
<br />—1" MALE CORP. STOP 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 />IRONZE SERVICE CLAMP areas as approved by the fire chief. ,
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />ELEVATION fire district.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />LOCKEFORD COMMUP
<br />ITY SERVICES DISTRICT
<br />. WATER SERVI
<br />1ECONNECTION
<br />DRAWING NO.
<br />1
<br />SC
<br />INCE
<br />1 -
<br />4LE.
<br />DATE
<br />MAY 1995
<br />5
<br />approved equal
<br />FIRE HYDRANT
<br />r" 4
<br />�•^ JLD
<br />PLAN VIEW 3' B
<br />17"
<br />N to
<br />PLAN
<br />a 2i 10
<br />/2" 21"
<br />25 1 16"
<br />Existing pavement
<br />7/8"0x6" alts 2 14" \
<br />1 /8" '
<br />or ground =133/
<br />6" or
<br />4
<br />l l • , /l
<br />,
<br />1 '-_6"
<br />1 16„
<br />Cocrete Thrust
<br />l
<br />Block
<br />PLAN "CHRI box -8 or equal
<br />vaeI- I Sidewalk
<br />Mark "W' at line location —� 30" —• �{
<br />F? 8" Min
<br />/ ,. 1 .. 12" Max
<br />/.
<br />2" Threaded Cap
<br />#5 rebar top and bottom
<br />Cast iron cap tapped 2"� ' �' 2" Galy. Iron Riser
<br />N
<br />.,; + Concrete or PVC pipe
<br />cut to fit (10" Ed min.)
<br />D=:
<br />"Vk*
<br />2" Golv. iron 90• elbow
<br />Bronze gate valve
<br />2" Threaded goly.'
<br />iron nipple -24" with non -rising stem.
<br />max. length STOCKHAM B-130 or approved
<br />12" equal with 2•' operating nut
<br />NOTE: SECTION
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />�• RM"C h by
<br />2" BLOWOFF
<br />b, JLD
<br />a COUNTY OF SAN JOAQUIN oM. SEPT. 1991
<br />NONE D&O"Me/T OF Pusuc WOW a.•iv W - 3
<br />Cost iron lid (all locations)
<br />Rattle -proof, machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />2asphalt con concrete
<br />11 1/8" /"
<br />Finished grade
<br />,..,...
<br />% ;.
<br />8' FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions � IN around valve box.
<br />Concrete base not
<br />necessary when ,
<br />valve box is located
<br />in back of sidewalk.
<br />l a ` . No. 10 bare soft drawn
<br />1 1/4" I.D. Pipe 716' / .N 7/8" / R
<br />1 copper wire along all non metallic
<br />\ 1 1/4 24" 1'. ; w; /l j 45' �. \ I 6' C`—'2 ,�
<br />Poured -in- .. 4. NOTES: pipe
<br />• .. _
<br />31 1/2" -- - '' Y:r.. — - lace class "g
<br />---- f T
<br />. �- FLOW P SECTION O N B — B �•
<br />%'% concrete SE -j I bo shall Ch N
<br />\ K 1. Valve x raxid lid s a be Christy . G-5,
<br />SECTION A—A �••• '" �� '
<br />6" ��Bottom of trench \. // „ Brooks n 1 R T of 4 -Th ll equal.
<br />� 2 All lids and grade rings shall have
<br />12 - •r.z rnaahlned zeatin surfaces.
<br />3/4 Steel Bar 1
<br />/2 4" Elevation Section A—A 10" 3 "a Extensions shallbeas manufactured for the
<br />�\�2' valve box supplied or pipe of correct size can
<br />\ \ I I 1 17/32"L F. l 1" 9 3/4" be used.
<br />\I Vent -Optional
<br />0• TYPICAL CLEANOUT INSTALLATION 8 1/4
<br />�1- 5-1/2
<br />3 3/8"
<br />SECTION C—C
<br />SECTION A -A GI.13A44
<br />Ry -
<br />2 1/8
<br />Nw
<br />RM.W er
<br />owSEPT. 1991
<br />COUNTY OF SAN JOAQUIN
<br />SEPT. 199'
<br />SnM
<br />NONE
<br />„, W
<br />FRAME & COVE
<br />ooNRu[NT aF FIRuc IN7 qN
<br />`
<br />IFS
<br />�
<br />N•.
<br />5/6' dia
<br />- 3 holes
<br />1„ x 1 1 /4" B
<br />q
<br />�
<br />R CLEANOUT
<br />pick hole
<br />Q
<br />A
<br />8 '/4" 1�
<br />_T
<br />RECORD DRAWING
<br />g
<br />VALVE BOX
<br />SHEETS
<br />II`
<br />A , Rr I I
<br />IL—SI
<br />A�
<br />-
<br />Corrections By
<br />No Changes By
<br /><r FLOW-
<br />machined to assure interchangeabilitySEW
<br />fit.
<br />,
<br />Date i 24 - 4!
<br />&.it
<br />"
<br />Any Person Using This Drawing Should Verify
<br />(SANITARY SEWER CLEANOUT)
<br />'
<br />caLI1D�'
<br />All Information By Inspecting The Site Of work.
<br />Cost Iron Frame and Cover
<br />d10.
<br />and a close, quiet
<br />refer to Standard Drawing No. S-6
<br />a JLD
<br />s«N Nr
<br />JLD
<br />cWA" by
<br />COUN
<br />PLAN VIEW 3' B
<br />17"
<br />N to
<br />PLAN
<br />a 2i 10
<br />/2" 21"
<br />25 1 16"
<br />Existing pavement
<br />7/8"0x6" alts 2 14" \
<br />1 /8" '
<br />or ground =133/
<br />6" or
<br />4
<br />l l • , /l
<br />,
<br />1 '-_6"
<br />1 16„
<br />Cocrete Thrust
<br />l
<br />Block
<br />PLAN "CHRI box -8 or equal
<br />vaeI- I Sidewalk
<br />Mark "W' at line location —� 30" —• �{
<br />F? 8" Min
<br />/ ,. 1 .. 12" Max
<br />/.
<br />2" Threaded Cap
<br />#5 rebar top and bottom
<br />Cast iron cap tapped 2"� ' �' 2" Galy. Iron Riser
<br />N
<br />.,; + Concrete or PVC pipe
<br />cut to fit (10" Ed min.)
<br />D=:
<br />"Vk*
<br />2" Golv. iron 90• elbow
<br />Bronze gate valve
<br />2" Threaded goly.'
<br />iron nipple -24" with non -rising stem.
<br />max. length STOCKHAM B-130 or approved
<br />12" equal with 2•' operating nut
<br />NOTE: SECTION
<br />For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />�• RM"C h by
<br />2" BLOWOFF
<br />b, JLD
<br />a COUNTY OF SAN JOAQUIN oM. SEPT. 1991
<br />NONE D&O"Me/T OF Pusuc WOW a.•iv W - 3
<br />Cost iron lid (all locations)
<br />Rattle -proof, machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />2asphalt con concrete
<br />11 1/8" /"
<br />Finished grade
<br />,..,...
<br />% ;.
<br />8' FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions � IN around valve box.
<br />Concrete base not
<br />necessary when ,
<br />valve box is located
<br />in back of sidewalk.
<br />l a ` . No. 10 bare soft drawn
<br />1 1/4" I.D. Pipe 716' / .N 7/8" / R
<br />1 copper wire along all non metallic
<br />\ 1 1/4 24" 1'. ; w; /l j 45' �. \ I 6' C`—'2 ,�
<br />Poured -in- .. 4. NOTES: pipe
<br />• .. _
<br />31 1/2" -- - '' Y:r.. — - lace class "g
<br />---- f T
<br />. �- FLOW P SECTION O N B — B �•
<br />%'% concrete SE -j I bo shall Ch N
<br />\ K 1. Valve x raxid lid s a be Christy . G-5,
<br />SECTION A—A �••• '" �� '
<br />6" ��Bottom of trench \. // „ Brooks n 1 R T of 4 -Th ll equal.
<br />� 2 All lids and grade rings shall have
<br />12 - •r.z rnaahlned zeatin surfaces.
<br />3/4 Steel Bar 1
<br />/2 4" Elevation Section A—A 10" 3 "a Extensions shallbeas manufactured for the
<br />�\�2' valve box supplied or pipe of correct size can
<br />\ \ I I 1 17/32"L F. l 1" 9 3/4" be used.
<br />\I Vent -Optional
<br />0• TYPICAL CLEANOUT INSTALLATION 8 1/4
<br />�1- 5-1/2
<br />3 3/8"
<br />SECTION C—C
<br />SECTION A -A GI.13A44
<br />Ry -
<br />2 1/8
<br />Nw
<br />RM.W er
<br />owSEPT. 1991
<br />°e.&4 Na.. w -
<br />w
<br />N..
<br />RI,YN/ .,
<br />FRAME & COVE
<br />7/
<br />`
<br />IFS
<br />�
<br />N•.
<br />R"NN N
<br />SECTION B-13NOTE: Frame and Cover shall be
<br />q
<br />�
<br />R CLEANOUT
<br />OF
<br />Q
<br />A CIYII ;
<br />a
<br />N
<br />g
<br />VALVE BOX
<br />SHEETS
<br />machined to assure interchangeabilitySEW
<br />fit.
<br />(SANITARY SEWER CLEANOUT)
<br />caLI1D�'
<br />and a close, quiet
<br />DMn by JLD
<br />a JLD
<br />s«N Nr
<br />JLD
<br />cWA" by
<br />COUN
<br />OF SAN JOAQUIN
<br />oa. SEPT. 1991
<br />by
<br />COUNTY OF SAN JOAQUIN
<br />sr SEPT. .19911
<br />3"3 t -m I
<br />�a.rr +
<br />COUNTY OF SAN JOAQUIN
<br />Rn
<br />N••
<br />R• pW
<br />a
<br />FRAME & COVER
<br />sa.
<br />aP
<br />n" a PUKZ NOFxa
<br />o..w N. _
<br />NONE
<br />awl a PUBM raRst
<br />,Re „. -
<br />y"'
<br />NONE
<br />_ ovuntNT a maw rays
<br />(MANHOLE)
<br />VERTICAL DATUM
<br />'
<br />DESIGNED
<br />G`'A•
<br />REVISED
<br />ATTEDERRY
<br />,cOckEFoeo
<br />Bt ufFs suBai v1siory unit r Ivo. z
<br />ro•^ � JLD
<br />S,E,E COv,E2 SN.E;-T
<br />�'G
<br />A
<br />^•'M•^ •,
<br />COUNTY OF SAN JOAQUIN
<br />Ode SEPT. 1991
<br />"M NONE
<br />- DP�ENTOFwMA _
<br />Dra.WgN•. 5 - 4
<br />DRAWN
<br />AS�IATES
<br />1�.4TE�2
<br />_
<br />AND SECJf DETAlL S
<br />CHECKED �' G- A- • - - - -
<br />• tY11Y�P0�e • KA1111tR{ -`
<br />APPROVED W - 3494 Kush Creek Bd.
<br />z- /3999 04') Mdse, a 8360. ,1SAN JOAQUIN COUNTY CAL /FOR/V/A
<br />owSEPT. 1991
<br />°e.&4 Na.. w -
<br />SHEET
<br />7/
<br />Z
<br />�
<br />q
<br />�
<br />OF
<br />Q
<br />a
<br />N
<br />g
<br />SHEETS
<br />
|