|
141706
<br />r410.5rM coAX. F7a4,Q )90.57*
<br />'f - nACEQ-SMEFrP/GA ILY
<br />0 A QaiGRE a�iCiFr �9tl6tIFTtA;
<br />♦1
<br />h
<br />G"/eye r w� ebtd
<br />°99re9vte
<br />ETE BASE
<br />I
<br />DETAIL: CATCHB
<br />4 TYPES jUssoM
<br />NO SCALE
<br />NOTE:
<br />REFER TO 5AN .I0AQ1/1N COUNTY
<br />.SiAA10 ARO No. W-! AND W-4.
<br />R/W
<br />��Z/"WATEA7
<br />ME7"6',Q
<br />#10 AWG, single strand. soft drawn--:-
<br />copper wire; bore olong .pipe. 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the below
<br />valve box
<br />electrical tope
<br />N
<br />Angle
<br />B
<br />E. P
<br />A
<br />Stop
<br />UNL
<br />b
<br />1
<br />Soltlered
<br />10 - IN
<br />Service Line
<br />3/4" Min. Size
<br />9
<br />I70A
<br />Connection
<br />DETAIL
<br />TYPICAL LAYOUT
<br />Car
<br />GRADEDGA
<br />a"W
<br />7II4Mr VALV�4 SHS P;`[� I'2 PP b E
<br />P
<br />E.P.
<br />A.
<br />4A,547 125 W IV A Poo - "14A
<br />24" min tonver
<br />below bottom
<br />'"
<br />5'-6
<br />w y�lJl� �� �1�►1
<br />TEE OUTLET
<br />/"
<br />I t/ATER METER
<br />TER
<br />METER
<br />4'-p"
<br />"YAAIQAL
<br />3'-0" 1
<br />2•_0
<br />2"0 SERVICE
<br />4'-0" 1
<br />4'-0"
<br />LINE
<br />COUNTY OF SAN JOAOUIN
<br />VALVE
<br />12 LINE
<br />>"
<br />V)��Fsc�P
<br />22 1/2
<br />Wtrff W-4 7-,59
<br />(yJed,V4v, W -I l"o To
<br />2'-0
<br />TO
<br />tt
<br />'HOLD
<br />Y
<br />3'-0
<br />2'-6•
<br />DOWNgM
<br />ti
<br />PIPE W/TH CONCRETE
<br />. •'.
<br />4'- "
<br />:.'
<br />8'-0"
<br />4•-0
<br />T T T
<br />3'-6"
<br />3'-0"
<br />'•
<br />RE/NFO
<br />D
<br />3'-6"
<br />3•-0"
<br />Pill
<br />Z
<br />a
<br />i
<br />CONCRE
<br />%
<br />P/RE
<br />AT END OF LINE
<br />.'
<br />CATCHBASIA/
<br />":r_.'�
<br />SLOPE BOTl%OM
<br />- -
<br />1
<br />W/TH CONCRETE
<br />- - - - -
<br />FLOW
<br />I
<br />LINE F90
<br />AfeARSY
<br />CA7CHBA
<br />!N IWNEN
<br />.4PPL ICA
<br />E I
<br />ETE BASE
<br />I
<br />DETAIL: CATCHB
<br />4 TYPES jUssoM
<br />NO SCALE
<br />NOTE:
<br />REFER TO 5AN .I0AQ1/1N COUNTY
<br />.SiAA10 ARO No. W-! AND W-4.
<br />R/W
<br />0
<br />DUAL WATER SERVICE
<br />SCALE: I"= 30r
<br />Street R/ r
<br />E•p Metol lid on
<br />ail meter boxes
<br />C,hristC-20
<br />Exist. Ground Ird,j oequal
<br />Bottom of Ditch Christy B12 box,
<br />(if any) or equal meter
<br />k_. _
<br />ci
<br />��Z/"WATEA7
<br />ME7"6',Q
<br />#10 AWG, single strand. soft drawn--:-
<br />copper wire; bore olong .pipe. 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the below
<br />valve box
<br />electrical tope
<br />N
<br />Angle
<br />B
<br />E. P
<br />A
<br />Stop
<br />UNL
<br />b
<br />1
<br />Soltlered
<br />10 - IN
<br />Service Line
<br />3/4" Min. Size
<br />1
<br />22 1/2
<br />Connection
<br />DETAIL
<br />TYPICAL LAYOUT
<br />Car
<br />Adaptor
<br />a"W
<br />7II4Mr VALV�4 SHS P;`[� I'2 PP b E
<br />P
<br />E.P.
<br />�/�
<br />4A,547 125 W IV A Poo - "14A
<br />24" min tonver
<br />below bottom
<br />'"
<br />5'-6
<br />w y�lJl� �� �1�►1
<br />TEE OUTLET
<br />/"
<br />I t/ATER METER
<br />TER
<br />METER
<br />4'-p"
<br />DEAD END
<br />3'-0" 1
<br />2•_0
<br />2"0 SERVICE
<br />4'-0" 1
<br />4'-0"
<br />LINE
<br />COUNTY OF SAN JOAOUIN
<br />VALVE
<br />12 LINE
<br />>"
<br />V)��Fsc�P
<br />22 1/2
<br />Wtrff W-4 7-,59
<br />(yJed,V4v, W -I l"o To
<br />2'-0
<br />w
<br />tt
<br />.-0
<br />ME -7E79
<br />0
<br />DUAL WATER SERVICE
<br />SCALE: I"= 30r
<br />Street R/ r
<br />E•p Metol lid on
<br />ail meter boxes
<br />C,hristC-20
<br />Exist. Ground Ird,j oequal
<br />Bottom of Ditch Christy B12 box,
<br />(if any) or equal meter
<br />k_. _
<br />ci
<br />THRUST
<br />BLOCK DIMENSIONS
<br />#10 AWG, single strand. soft drawn--:-
<br />copper wire; bore olong .pipe. 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the below
<br />valve box
<br />electrical tope
<br />N
<br />Angle
<br />B
<br />FITTINGS
<br />A
<br />Stop
<br />UNL
<br />b
<br />1
<br />Soltlered
<br />10 - IN
<br />Service Line
<br />3/4" Min. Size
<br />1
<br />22 1/2
<br />Connection
<br />DETAIL
<br />TYPICAL LAYOUT
<br />Car
<br />Adaptor
<br />5/8" 0 x.36" Rebor with
<br />2 hasclomps 12" apart
<br />1) Wire to be continuous between valve boxes,
<br />P
<br />except as noted.
<br />�/�
<br />903'-0'
<br />24" min tonver
<br />below bottom
<br />Service Clomp of ditch (if any)
<br />1 or larger
<br />ouble Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic. L
<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 pe or approved equal with minimum
<br />pressure rating of l60 psi.
<br />3. Plastic pipe for 2" I.D. service short be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4.Corporation slop sholl 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 />S. Mueller Insto-tile fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter , 4 be Precision Meter Inc. model PPM 5/8"x3/4"
<br />with attachment connector spuds
<br />10. Lockable corpgration cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />11. Non metallic services sholl have o No. 10 gauge solid, bore,
<br />soft drawn copper wire raid along the service line, and accessible
<br />in the meter box.
<br />�--2",c 2"X 2" TEE
<br />2 X /"REDCrCERe
<br />FOR ALL STREET
<br />LOCATIONS
<br />2" asphalt concrete.
<br />V4
<br />Extensions
<br />STORM DRAIM
<br />EASEMEAIT ,
<br />VAR/ES /5' rO 30,
<br />SEE aAAI VIP-. 2
<br />S/DE SLOPE 5:1 MAX.
<br />�-VARIES /' TO 2.5
<br />COLLECTOR SWALE
<br />2
<br />4
<br />tost iron lid (all locations)
<br />Ratti! -proof, machined
<br />sealing surface
<br />IJ,LS/8'
<br />{ 11 1/8" , I /-- Finished grade
<br />DETAIL=
<br />R
<br />I
<br />I
<br />��. SIDE SLOPE 5: / MQ )<.
<br />VARIES G" TO /8"
<br />TYPICAL LOT SWALE
<br />EARTH SWALE
<br />N. T. S.
<br />Sockfill with materials. equal to.or
<br />better than the existing pavement
<br />and base in quality. Now Pavement
<br />shall be t" thicker than existing
<br />pavement, minimum pf 0.25 feet.
<br />New bore shall be 1 thicker than
<br />existing base• minimum of 0.5 feet. -
<br />Existing Pavement
<br />6 Min.
<br />(TYp•) �6. �yp')
<br />ompact in 12' molt.
<br />3'-0" layers to o min. y p"
<br />\ relative cam poetion
<br />of 95%• under ;:emen
<br />and shoulders. and _ _ _______ - Variable
<br />-_--------- 90% outside shoulders.
<br />Variable ` --- Compact in 24" max.
<br />to ers to a minilhum
<br />relative compoobon D+12"
<br />of 85%.
<br />O.D./2 Compact in 6" layers
<br />to ainimur7 Act""' l
<br />Com Clion a 90%
<br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />O.D. O.D.
<br />+ 20" Min. + 20' Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />tutz:sl
<br />Il. Relative compaction of materials shall be tasted in accordance with the
<br />State of California, Dept. of Transportation Testing Manuals, test method
<br />No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench
<br />excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with a
<br />3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (901)
<br />compaction may be used when approved by the Director of Public Works.
<br />S. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Contractor shall be responsible for obtaining specified compaction. If
<br />compaction can not be obtained with native backfill materials, suitable
<br />imported backfill shall be provided at no additional cost to the owner.
<br />7. 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 feetwide as
<br />measured from the edge of pavement.
<br />DETAIL: TYPICAL TRENCH BACKFIL
<br />N. T. S.
<br />FOR OFF STREET
<br />Valve
<br />box
<br />7:r!
<br />Riser pipe
<br />THRUST BLOCK , DETAILS
<br />,1 45' Max.
<br />sn 11111161�1�
<br />Min.
<br />BEND TEE OUTLET DEAD END TYPICAL SECTIDN
<br />THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. All thr st blocks shall ye poured
<br />ogoins� undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust black dimensions were
<br />calculated to allow o soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />•wu M M••.•r w
<br />THRUST BLOCK DETAILS
<br />^^^ w JLD
<br />"'"•'•" COUNTY OF SAN JOAOUIN Dec. R
<br />♦•• NONE wr.xne" w .vru: "^•.* 6. . W _
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />i 3" AC
<br />I
<br />W W pavement
<br />I I
<br />12" - i j 12" �-I I T
<br />_ I 4'
<br />r"� I -�
<br />18" I
<br />I
<br />I 4•
<br />l
<br />1
<br />6'
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable 11'
<br />Break -off I
<br />check valve or
<br />Valve box, frame and lid joint as req'd.
<br />1 refer to Standard Drawing by director 4
<br />2" above ground line
<br />I
<br />Flanged by ring-tite adaptor
<br />Water main
<br />(as required)
<br />II' I'''
<br />2' x 4' concrete
<br />anchor block
<br />Conc. thrust block
<br />refer to Standard 1' F
<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 8-626, 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 />by
<br />LOCATIONS
<br />Concrete base to be
<br />around valve box.
<br />Concrete base not
<br />necessary when
<br />THRUST
<br />BLOCK DIMENSIONS
<br />#10 AWG, single strand. soft drawn--:-
<br />copper wire; bore olong .pipe. 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the below
<br />valve box
<br />electrical tope
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />B
<br />UNL
<br />VALVE DETAIL
<br />Soltlered
<br />10 - IN
<br />connection, bare
<br />of splice)
<br />22 1/2
<br />1
<br />DETAIL
<br />TYPICAL LAYOUT
<br />1 3•_p" 1
<br />2•_p '
<br />45
<br />1) Wire to be continuous between valve boxes,
<br />Q0.
<br />except as noted.
<br />.4
<br />903'-0'
<br />=_
<br />1
<br />Z
<br />next to pipe.
<br />5'-6
<br />-0
<br />TEE OUTLET
<br />3; "
<br />w'n" w
<br />1._4'-O- 1
<br />4'-p"
<br />DEAD END
<br />3'-0" 1
<br />2•_0
<br />4'-0" 1
<br />4'-0"
<br />LINE
<br />COUNTY OF SAN JOAOUIN
<br />12 LINE
<br />>"
<br />w
<br />22 1/2
<br />1 2'-U' 1
<br />2'-0
<br />w
<br />3'-0
<br />.-0
<br />45
<br />3'-0
<br />2'-6•
<br />4'-
<br />4'-
<br />0
<br />4'- "
<br />3'-6
<br />8'-0"
<br />4•-0
<br />T T T
<br />3'-6"
<br />3'-0"
<br />DEAD END
<br />3'-6"
<br />3•-0"
<br />Pill
<br />Z
<br />a
<br />NOTES:
<br />1. All thr st blocks shall ye poured
<br />ogoins� undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust black dimensions were
<br />calculated to allow o soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />•wu M M••.•r w
<br />THRUST BLOCK DETAILS
<br />^^^ w JLD
<br />"'"•'•" COUNTY OF SAN JOAOUIN Dec. R
<br />♦•• NONE wr.xne" w .vru: "^•.* 6. . W _
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />i 3" AC
<br />I
<br />W W pavement
<br />I I
<br />12" - i j 12" �-I I T
<br />_ I 4'
<br />r"� I -�
<br />18" I
<br />I
<br />I 4•
<br />l
<br />1
<br />6'
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable 11'
<br />Break -off I
<br />check valve or
<br />Valve box, frame and lid joint as req'd.
<br />1 refer to Standard Drawing by director 4
<br />2" above ground line
<br />I
<br />Flanged by ring-tite adaptor
<br />Water main
<br />(as required)
<br />II' I'''
<br />2' x 4' concrete
<br />anchor block
<br />Conc. thrust block
<br />refer to Standard 1' F
<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 8-626, 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 />by
<br />LOCATIONS
<br />Concrete base to be
<br />around valve box.
<br />Concrete base not
<br />necessary when
<br />wire not
<br />required
<br />between
<br />these valves
<br />if within 10'
<br />Cover splice with
<br />#10 AWG, single strand. soft drawn--:-
<br />copper wire; bore olong .pipe. 4/64" See
<br />polyvinyl chloride insulation outside detail
<br />of valve riser pipe and into the below
<br />valve box
<br />electrical tope
<br />Splice runs together
<br />an"n by
<br />CMsrxM sr
<br />valve box is located
<br />in back of sidewalk.
<br />of tee
<br />/
<br />VALVE DETAIL
<br />Soltlered
<br />valve box (remove
<br />No. 10 bare sell drawn
<br />copper wire along all non melollic
<br />NOTES: pipe
<br />1. Volvo box and lid shall be Christy No. G-5,
<br />Brooks No. I R T or 4 -TT, or equoi.
<br />2. NI lids and grade rings shall have
<br />machined sooting surfaces.
<br />3. Extensions shall be as manufactured for the
<br />valve box supplied or pipe of correct sire can
<br />be used.
<br />' YA / R
<br />VALVE BOX
<br />►•"+ JLD
<br />"""•'• COUNTY OF SAN JOAOL
<br />s.. NONE rrr.m4w a rrm,e vewt
<br />FIRE HYDRANT
<br />JLD
<br />COUNTY OF SAN JOAOUIN
<br />NONE 011PARne"7 or PUBLIC sosxs
<br />o«. SEPT.
<br />orev+x1 Ne. W -
<br />729 I "
<br />N a
<br />Ulf
<br />cc
<br />la' 0
<br />_ a a
<br />e
<br />U) U
<br />J>
<br />Z UJ QZ
<br />(0
<br />Bassa• O w u
<br />Z N pZ
<br />D d
<br />V 0
<br />Z
<br />v `
<br />Cover splice with
<br />electrical tope
<br />Splice runs together
<br />keep clear of filling �..
<br />H
<br />/
<br />Insulation into
<br />Soltlered
<br />valve box (remove
<br />connection, bare
<br />of splice)
<br />wire along pipe
<br />SPLICE
<br />DETAIL
<br />TYPICAL LAYOUT
<br />NOTES:
<br />1) Wire to be continuous between valve boxes,
<br />Q0.
<br />except as noted.
<br />2) Bore wire not to touch valves or fittings.
<br />�
<br />3 Locating wire to be laid at bottom of trench.
<br />Z
<br />next to pipe.
<br />�
<br />'w. 11w1w, w
<br />Qaa(M
<br />w'n" w
<br />LOCATOR WIRE
<br />INSTALLATION
<br />W
<br />,-w JLD
<br />°^'•• w
<br />COUNTY OF SAN JOAOUIN
<br />"• Dec. 1990
<br />w _ a
<br />>"
<br />FIRE HYDRANT
<br />JLD
<br />COUNTY OF SAN JOAOUIN
<br />NONE 011PARne"7 or PUBLIC sosxs
<br />o«. SEPT.
<br />orev+x1 Ne. W -
<br />729 I "
<br />N a
<br />Ulf
<br />cc
<br />la' 0
<br />_ a a
<br />e
<br />U) U
<br />J>
<br />Z UJ QZ
<br />(0
<br />Bassa• O w u
<br />Z N pZ
<br />D d
<br />V 0
<br />Z
<br />v `
<br />CEJ
<br />H
<br />Z
<br />ql�Z
<br />Q0.
<br />�
<br />Z
<br />V
<br />�
<br />Qaa(M
<br />W
<br />Z
<br />0
<br />>"
<br />w
<br />w
<br />a
<br />�a
<br />H
<br />vI
<br />0.A
<br />�
<br />Pill
<br />Z
<br />a
<br />O
<br />00
<br />00
<br />0-42-30
<br />
|