|
6" Min. --{
<br />(TYp.)
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing ig Pavement
<br />�n 6n --J I-
<br />O.D.
<br />+, 20" Min.
<br />RIGID CONDUIT
<br />I� 6" Min.
<br />(TYP•)
<br />Variable
<br />D 12"
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When w
<br />e shown by Boll composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />No. Rw yb,, I By I I "Mrd by
<br />TYPICAL TRENCH BACKFILL °•° °' °°°W°'°
<br />0. by JLD
<br />a«.«
<br />by COUNTY OF SAN JOAQUIN Oct. SEPT. 1991
<br />$ctlN NONE DEPARTMENT OF MUBaC WDRKS D.°.;,,q No.
<br />Street R/W
<br />E . Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal 3
<br />Bottom of Ditch Christy B12 box,
<br />(if any) or equal meter
<br />box `Meter
<br />N Angle
<br />Stop
<br />Service Line
<br />/ 3/4' Min. Size
<br />Connection =
<br />�., Adaptor 5/8" p 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) Polyethiene 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 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 a No. 10 gauge ,edicl, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />No. RAA « I BY by u `
<br />-18'
<br />/ compact in 12" max.
<br />layers to
<br />3. 0"
<br />all crossings shall be at 90• where possible.
<br />a min.
<br />ZONE A: Sewer
<br />Drown y JLD
<br />relative compaction
<br />`
<br />-_------
<br />of 95%* under pavemen
<br />rubber
<br />__________
<br />/ and shoulders, and
<br />%
<br />DATE: 01/23/96 TIME: 15:47
<br />SCALE: T. H.: 0.00
<br />SERVER: MTs1 SERVICE: ENG
<br />PATH: N:\MT500794\00\DRAW11\
<br />_ _
<br />90% outside shoulders.
<br />Variable
<br />__-- --_-
<br />Compact in 24" max.
<br />\\ZO E \\\\
<br />- -
<br />layers to a minimum
<br />gasketed pipe conforming to ASTM D3034-81 SDR -35
<br />- �� -
<br />relative compaction
<br />of
<br />pipe with no joints shall be centered at the water main. No
<br />of 85%.
<br />O.D./2
<br />CASE II: New wat, I r join -existing sewer
<br />Compact .in 6" layers
<br />to
<br />from County Lnvironmentcl Health Dept.
<br />ZONE F;: If
<br />a minimum relative
<br />compaction of 90%.
<br />10" Min.
<br />U.U.--r--M-10"
<br />Min. 10" Min.-
<br />O.D.
<br />+, 20" Min.
<br />RIGID CONDUIT
<br />I� 6" Min.
<br />(TYP•)
<br />Variable
<br />D 12"
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When w
<br />e shown by Boll composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />No. Rw yb,, I By I I "Mrd by
<br />TYPICAL TRENCH BACKFILL °•° °' °°°W°'°
<br />0. by JLD
<br />a«.«
<br />by COUNTY OF SAN JOAQUIN Oct. SEPT. 1991
<br />$ctlN NONE DEPARTMENT OF MUBaC WDRKS D.°.;,,q No.
<br />Street R/W
<br />E . Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal 3
<br />Bottom of Ditch Christy B12 box,
<br />(if any) or equal meter
<br />box `Meter
<br />N Angle
<br />Stop
<br />Service Line
<br />/ 3/4' Min. Size
<br />Connection =
<br />�., Adaptor 5/8" p 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) Polyethiene 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 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 a No. 10 gauge ,edicl, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />No. RAA « I BY by u `
<br />PARALLEL CONSTRUCTION
<br />-18'
<br />WATER SERVICE
<br />--
<br />all crossings shall be at 90• where possible.
<br />4"
<br />ZONE A: Sewer
<br />Drown y JLD
<br />permission
<br />Ch«N« by
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF WBUC WORKS
<br />D°x. SEPT. 1991
<br />Drgwnq No. W - 1
<br />rubber
<br />S°°M None
<br />specifications.
<br />DATE: 01/23/96 TIME: 15:47
<br />SCALE: T. H.: 0.00
<br />SERVER: MTs1 SERVICE: ENG
<br />PATH: N:\MT500794\00\DRAW11\
<br />CAUTION
<br />The engineer preparing these plans will
<br />not be responsible for, or liable for,
<br />unauthorized changes to or uses of
<br />these plans. All Changes to the plans
<br />must be in writing and must be approved
<br />by the preparer of these plans.
<br />No adapter joints in special pipe
<br />3'
<br />ZONE D
<br />will carry flows from residential developments only ductile iron pipe
<br />\\ZO E \\\\
<br />DRAWING NAME: DETMIRR.DWG
<br />PLOTTING VIEW: PV
<br />DESIGNER: PROJ. MGR:
<br />rubber
<br />gasketed pipe conforming to ASTM D3034-81 SDR -35
<br />specification
<br />NO. BY DATE
<br />PARALLEL CONSTRUCTION
<br />-18'
<br />NOTE: Dimensions
<br />ZONE C
<br />all crossings shall be at 90• where possible.
<br />4"
<br />ZONE A: Sewer
<br />No adapter joints in
<br />special pipe
<br />permission
<br />/i N / / /
<br />ZONE B: Extra
<br />W A I 4„
<br />rubber
<br />1 NA IN ,
<br />specifications.
<br />/ ON P/////////
<br />ZONE C/D: Where sewer will carry flows from industrial or commercial develop-
<br />No adapter joints in special pipe
<br />3'
<br />ZONE D
<br />will carry flows from residential developments only ductile iron pipe
<br />\\ZO E \\\\
<br />above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />rubber
<br />PARALLEL CONSTRUCTION
<br />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: New sewer -existing water main
<br />ZONE A: Sewer
<br />lines will not be permitted in this zone without special
<br />permission
<br />-from County Environmental Health.
<br />ZONE B: Extra
<br />strength vitrified clay pipe with compression joints; or
<br />rubber
<br />gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />specifications.
<br />201,
<br />ZONE C/D: Where sewer will carry flows from industrial or commercial develop-
<br />ment class- 50 or heavier ductile iron pipe with standard bituminous
<br />coating
<br />and approved mechanical joints shall be used. Where sewer
<br />will carry flows from residential developments only ductile iron pipe
<br />as
<br />above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />rubber
<br />gasketed pipe conforming to ASTM D3034-81 SDR -35
<br />specification
<br />may be used. In each case a minimum 18 foot length
<br />of
<br />pipe with no joints shall be centered at the water main. No
<br />adaptor
<br />Mints will be allowed closer than 8 feet to the water line.
<br />CASE II: New wat, I r join -existing sewer
<br />No water rr„,ins shall be constructed without special permission
<br />from County Lnvironmentcl Health Dept.
<br />ZONE F;: If
<br />the sewer does not meet the ZONE B requirements given above
<br />the water main shall be of class 200 pipe or equivalent.
<br />ZONE C: No water mains shall 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
<br />reconstructed per case I ZONE C/D requirements.
<br />ZONE D: The
<br />sewer shall be encased with reinforced concrete as detailed below,
<br />or
<br />reconstructed per case I ZONE C/D requirements.
<br />ZONE P: Prohibited construction zone.
<br />6.. L--'3"
<br />NOTE:
<br />No. 4 bars
<br />3' t "�'- '=;z'°
<br />(1) Sewer lines larger than 24"' diameter,
<br />22 1/2
<br />house laterals above pressure water
<br />° 1•
<br />Acceptable reinforced mains & sewer lines within 25' of low
<br />6' f I 6"
<br />concrete encasement head water mains, shall be reviewed
<br />45
<br />detail (class 8 P.C.C.) and approved by the County
<br />2'-6'
<br />#4 bar hoop 24" O.C. Environmental Health Dept.
<br />4'-6"
<br />WATER -SEWER
<br />APP9Abb by
<br />4'-0"
<br />3'-6"
<br />SEPARATION STANDARDS
<br />.•Cl 4, YC,C W°.V
<br />1'-0"
<br />D.by JLD
<br />ah«..q w -
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF RUSUC 'WORKS
<br />SEPT. 1991
<br />D N W 7
<br />5'-6"
<br />Wire not
<br />required
<br />between
<br />these valves
<br />if within 10'
<br />of tee
<br />nw"p o. -
<br />Valve
<br />/ box
<br />Riser pipe
<br />110 AWG, single strand, soft drawn
<br />copper wire; bare along pipe, 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the _ below
<br />valve box
<br />VALYL DETAIL
<br />Cover splice with
<br />ei( ,ctr;^^' E--- -
<br />ins togethe
<br />gar of fittin,
<br />Insulatic..-
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />SPLICE DETAIL
<br />TYPICAL LAYOUT
<br />NOTES:
<br />1) Wire to be continuous between_ valve boxes,
<br />except as noted.
<br />2) Bare wire not to touch valves or fittings.
<br />3) Locating wire to be laid Gt bottom of trench,
<br />next to pipe.
<br />Na. RNvwoq By
<br />LOCATOR WIRE
<br />�•^
<br />INSTALLATION
<br />g JLD
<br />Eh«k•• by COUNTY OF SAN JOAQUIN
<br />S°•M NONE DEPARTMENT OF PUBUC WORKS
<br />DRu SEPT. 199
<br />D.Ainq No. W _
<br />THRUST BLOCK DETAILS
<br />4 ' . q
<br />Om
<br />BEND
<br />45° Max.
<br />e ''. 4 T ', e'
<br />I
<br />Min.
<br />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 />N°. - RorM« By APP W
<br />THRUST BLOCK DETAILS « MN
<br />Db.n by - JLD
<br />u«NW by COUNTY OF SAN JOAQUIN SEPT. 1991
<br />S°°M NONE DEPARTMENT OF PUBLIC MpIKS O -W4 NW W - G
<br />Cast iron lid (all locations)
<br />Rattle -proof, -machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />2"' asphalt concrete5/8
<br />11 1/8" Finished grade
<br />N-
<br />a ^` FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions N around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewclk.
<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 />No. I R."
<br />d°•^ by JLU
<br />Ch"k" by
<br />.c°M NONE
<br />By
<br />Nk NOLTE and ASSOCIATES, Inc.
<br />ilk Engineers / Planners / Surveyors
<br />El DENVER
<br />THRUST
<br />BLOCK DIMENSIONS
<br />❑
<br />E' IEGO [I �m o C SCa
<br />n
<br />FITTINGS
<br />I "A'
<br />B"
<br />I FITTINGS
<br />I A I
<br />B
<br />6 LINE
<br />302
<br />Cherry Lane,
<br />10" LINE
<br />201,
<br />Manteca, CA
<br />22 1/2"'
<br />1-6"
<br />I 3'-0" 1
<br />2'-0"
<br />45
<br />2'-0"
<br />2''-0"
<br />4'-0'"
<br />3'-0..
<br />90
<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 />12" LINE
<br />22 1/2
<br />2'-0"
<br />2'-0"
<br />1
<br />3'-0" 1
<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 />1'-0"
<br />TEE OUTLET
<br />3'-6"
<br />3'-0"
<br />5'-6"
<br />4'-0"
<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 />N°. - RorM« By APP W
<br />THRUST BLOCK DETAILS « MN
<br />Db.n by - JLD
<br />u«NW by COUNTY OF SAN JOAQUIN SEPT. 1991
<br />S°°M NONE DEPARTMENT OF PUBLIC MpIKS O -W4 NW W - G
<br />Cast iron lid (all locations)
<br />Rattle -proof, -machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />2"' asphalt concrete5/8
<br />11 1/8" Finished grade
<br />N-
<br />a ^` FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions N around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewclk.
<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 />No. I R."
<br />d°•^ by JLU
<br />Ch"k" by
<br />.c°M NONE
<br />By
<br />Nk NOLTE and ASSOCIATES, Inc.
<br />ilk Engineers / Planners / Surveyors
<br />El DENVER
<br />El ..o COUNTY
<br />❑
<br />❑
<br />E' IEGO [I �m o C SCa
<br />n
<br />❑ Awa.euCREEK
<br />`yl.
<br />I°PRI'xewwo 1W .
<br />19MC.RMOEONTO
<br />Ike. ze�>'•aa
<br />,mm bl. a 1.1AN
<br />302
<br />Cherry Lane,
<br />Suite
<br />201,
<br />Manteca, CA
<br />95337
<br />VALVE BOX
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBUC WORMS
<br />D•x• SEPT. 1991
<br />OrR.w,q No. W - 4
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />i 3" AC
<br />W i W pavement
<br />12"moi I 12- i i /T
<br />e 4'
<br />- 18" I -
<br />i i 4' "I
<br />I � I i
<br />6' I
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable 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 d
<br />No. W-4. ,
<br />2" above ground line
<br />Flanged by ring-tite adaptor `o
<br />(as required)
<br />Water main
<br />i 2' x 4' concrete
<br />anchor block
<br />--------------------
<br />Conc. thrust block
<br />refer to Standard 1.
<br />07-lifco
<br />Drawing No. W-5
<br />6" flanged or flanged by
<br />ring-tite gate valve
<br />No. 11 tee or equal
<br />NOTES:
<br />1. Fire hyd on is 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 6-62B, Long Beach model 615,
<br />,1- mes Jones J-4060, Dresser M & H style 929 "reliant", Mueller "Centurion"
<br />o, "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 />A °
<br />FIRE HYDRANT
<br />i.« 01 uMw' W°ny
<br />D.R.n by JLD
<br />Chocked by COUNTY OF SAN JOAQUIN SEPT. 1991
<br />S.M NONE DEPARTMENT OF PUBLIC WORKS D.°winq W. W - 2
<br />FLAG CITY BOULEVARD
<br />DETAILS/SPECIFICATIONS
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />3
<br />OF 3 SHEETS
<br />JOB NO,
<br />MT500 794
<br />
|