|
Cost Iron From* and Cover - refer
<br />SENSE
<br />Drawing No. S-4
<br />Tap of pavement grade to Standard
<br />1 Mortar
<br />Precast adjustment
<br />concrete Uj o Street R/W
<br />gqrrade gd�udmenl rinsye - 3
<br />F. Y, 4 , k K sedans 1 1/ 2' D- J HOLES /
<br />as required E6t2" SPACED
<br />Precast reinforeed A 000 0 O PICK HOLE 1' A
<br />concrete cone 1'
<br />All joints mortared and 2'-0' iv 00 0p0 00 A ���� \\ �� - F.p, I all lid on
<br />\il all meter boxes
<br />0O 0 D 00 Christy C-20
<br />bonded with mortal M Diem. reme end Cover
<br />_ �- C- FLOW Exist. Ground equal
<br />3
<br />--0136•$08-•
<br />lid, or e u
<br />Dom interior and a, owing No. S-4 Bottom of Ditch Christy 812 box,
<br />I�1 - I \
<br />extortor surfaces I (if any) or equal meter
<br />Precast 78, arCW manhole, S' Min, L
<br />ASTM U)6, adjust to - uroeve tilled with mortar before \ /// t,; box
<br />proper elevation. 1',2',3•, k. - installing cost iron frame and cover \`T' Cast Iron Frame and Cover Meter
<br />( n 1"x1 1/4" PICK HOLE 1-.�y�y,• ; refer to Standard Drawing No. S-6 \\
<br />4' axtbna as squired) p `C� 7i1�..
<br />Notes: > A 'recast reinforced concrete grade c �•d
<br />lam. A
<br />adjustment rings 2", 3', 4', & 6' high /'('� ry Angle
<br />1. Eccentric canes shag be \ PLAN VIEW Stop
<br />used where specified on (�\( 3' b Service Line
<br />1 _
<br />the plans. f `/,kr •, „s -Precast reinforced concrete tapered }/4" Min. Size
<br />2. Joints may be either keyed o - section to be in accordance with approved 1v 1b
<br />or longue and groove. T ?-`-`._� - manufacturer's dimensions PLAN
<br />3. Diameter "A" shall be •' ` Connection
<br />req48'. 60", or, J2' m 1" Lowest ��- All I�JJ Adaptor S/8' fJ x }6' Rebar with
<br />--"I ,^' A-'-� joints mortared and bonded with + I , 27' p 2 hose clomps t Y apart
<br />required. i mortar on both interior and exterior I IL,.--.��••7711 Cor oration
<br />Close "B• -costconcrete lar b f in. surfaces t I 25 1 Y Slop
<br />Dasa. Pro -cost Coal Doan 4'-C ILL_I_- 1/6•• 24' min COnver below bottom
<br />may M used it approvedPublic
<br />by the Director of Public Works a
<br />Di m. Precast reinforced concrete manhole Service Clamp of ditch (if any)
<br />' b plPes. ASTM desig. C-478, adust to
<br />o A proper elevation. (1',2'.3', ,Y �' ((1" or larger
<br />ELEVATION 1 h sections as required.)
<br />bauble Strap)
<br />�{6• 1 1/4'
<br />I I ': �- Water tight joints iw 1 1/4' Existing pavement 7/8"!x6' bolts L 2, NOTES:
<br />s NOTE: li I' -S concreU cone ma Da used it 24' or ground
<br />o/ Public Works Y approved by the Direelw , , � , K
<br />. ,31 1/2' I. Service line materialshall be type k copper, Polyethylene
<br />' • f V or polybutylene plastic.
<br />6 or 8' .f J_ 2. Plastic pipe up to 1 1 4' 1.0. service shall be ultra high
<br />;d .;?: SECTION A -A 6" Pipe-�% 'r a . I�; \ / g
<br />Sid. Frame k Cover
<br />Mortar 1" Clear �.. molecular weight (UHMW) Polyethlene as manufactured by
<br />1' 6- Driscoplpe% Orangeburg or approved equal with minimum
<br />_ ,,. 45' I pressure rating of 160 psi.
<br />I•_6• tap slob it Mused when }/4. Steel Bar 1/2 --•-4' _ y' '-' Poured in- j " 3. Plastic pipe for 2' I.D. service shall be P8 2110
<br />de lh dws nal `G-.�J y I�JI place claw "8' Polybutylene or approved equal with minimum pressure -<
<br />Max. D permit use of \ - �` 1 17/32' �__ FLOW rating of 160 psi.
<br />tapered unit I r- 1 Concrete
<br />* Min. Use equal.
<br />H-20 load rated 4. Corporation Stop shall have corporation cock threads.
<br />+I
<br />TIL... as manufactured c ed to r Precose •ELEVATION Vent -Optional \ `•'•' \� .\ 5. Angle slop shalt have swivel nut and lock wings.
<br />' j--6' Mm fl equal 6"� •\•\\� Bottom of trench \ •/ �� �� 6. Angle stop shall be vertically plumbed.
<br />A Frame shoN De secured to neer or 30• 6• -I 7. Size of service line shall be as required by the County.
<br />flat slab top with gmenl mortar 8. Mueller Iselo-lite fittings shell conform to ASTM
<br />Elevation Section A -A designation D 2239.
<br />FLAT SLAB TOP 3 3/6'-�--.� SECTION C -C 9. Muer shun be Precision Meter Inc. model PPM 5/8"x3/4'
<br />2 I/8" with attachment connector spuds
<br />10. Lockablecorporation cock will precede the meter and entire
<br />SECTION B -B NOTE: Frame and Cover enol) los TYPICAL CLEANOUT INSTALLATION setup will be in the confines of tha water box.
<br />D- 1 machined to assure interchangeability 11. Non metallic services shell hove a No. 10 gouge solid, bare,
<br />and a close, quiet fit. soft drawn copper wire laid along the service line, and accessible
<br />STANDARD STORM STANDARD SANITARY FRAME & COVER S-4 S-5 in the meter box.
<br />DRAIN MANHOLE SEWER MANHOLE
<br />(MANHOLE) SEWER CLEANOUT WATER SERVICE W-1
<br />' Curb, gutter. and Edge o1 .
<br />Sidewalk easement
<br />3' AC THRUST BLOCK DETAILS \�'
<br />' I
<br />W w pavement �\ . ; .J•, 5/8" die. - 3 holes
<br />12' i i 1Y --i i .� .''I.' �% 1,_6. 1•' x 1 1/M1' B
<br />T �� :,I? pick hole
<br />I 4' Cast iron lid (all locations) \< I • _
<br />45- Max.
<br />I 18 I I Rattle -proof, machined -L '4" •I• rI/4-_
<br />I• I l -
<br />I I ` FOR ALL STREET sealing surface In
<br />? j • % 8. 1/4 - -
<br />I 6• -a LOCATIONS ^: o ?;} A R:1 A'�
<br />I-_ I
<br />,..I
<br />Blue Reflective Pavement Marker �' �
<br />PLAN VIEW R/W 2" asphalt concrete 5/8 1 A .A.
<br />I I I1 1/8" I Finished grade in. / x • tom,'
<br />1. .
<br />�/8" die.
<br />t-
<br />Variable 1' L•- .; ,., BEND TEE OUTLET DEAD END TYPICAL SECTION
<br />Break -off I
<br />I check valve or b THRU I'.
<br />i Valve box, radar and lid joint as req'd. THRUST BLOCK r'I'• - 7/8'•
<br />refer to Standard Drawing H ' "•''QP*6WFOR
<br />Concrete Thrust •'j• B
<br />No. W-4_ 9 by director Q
<br />OFF STREET Block
<br />2" above round 1'n )'t
<br />9 e�to LOCATIONS
<br />Flanged by ring -tile adaptor E Concrete base to be
<br />(as required) '>
<br />Willer main I Extensions .N around valve box.
<br />2' x 4' concrete Concrete base not
<br />anchor block I necessary when
<br />' valve box is located
<br />--- -----'-'-'-- '-r in back of sidewalk.
<br />Conc. thrust block
<br />refer to Standard
<br />Conc. thrust Drawing No. W-5
<br />block refer to 6" flanged or flanged by -
<br />Standard Drawing ring -lite gale valve No. 10 bore soft drawn
<br />No. W-5. copper wire along all non metallic
<br />wilco No. 1 t tee or equal NOTES•
<br />I3"�--- 17"
<br />PLAN "CHRISTY G-8" or equal
<br />valve box 21" ^�
<br />30' Sidewalk 1M1/ I n
<br />Mark "W of line location In _
<br />13 3 4"-
<br />/\ : �.. ; .'. ; • / �/��/� 8" Min
<br />/ , . .... Y/��1 2'
<br />2" Threaded Cap J: --Il 2
<br />N5 rebor lop and bottomin
<br />pipe Cost iron cap topped 2" -'• •,-2' Caly. Iron Riser
<br />-� SECTION B -B
<br />• + Concrete or PVC pipe
<br />NOTES: _ o
<br />1. Fire hydrants shall be placed with pumper Outlet toting directly towards 1. Valve box and lid shall be Christy No. G-5, NOTES:
<br />0 cut to fit (10" id min.)
<br />the street. - 12
<br />2. Fire hydrants shall be clean and free of concrete. Brooks No. 1 R T of 4-ThT. ll equal. T /� �1" Galy iron 90' elbow 10•
<br />3. Fire hydrants to be American Darting model B -62B, Long Beach model 615, 2. All lids and grade rings shall have '
<br />machined seating surfaces. 1. All Thrust blocks shall be poured 3/
<br />James Jones J-4060, Dresser M k H style h ( reliant", Mueller 'Centurion" }. Extensions shall be as manufactured for the against undisturbed soil and shall r 2" Bronze gale valve
<br />or "Modern Centurion".or approved equal with (2)2 1/2' k (1)4"bar outlets. be Class B" Concrete. 2" Threaded goly. with non -rising stem.
<br />Dry barrel p the Stockton area; (2)2 1/2' do (I)4 1/2" wet barrel in Other valve box supplied or pipe of correct size Can 2. Thrust block dimensions were iron nipple -24" 9
<br />areas as approved by the lire chief. be used. calculated to allow a soil mox. length �/ /�T, STOCKHAM 6-130 or approved B 1/4 -
<br />fire I I
<br />4. All hydrants shall be pointed OSHA safely yellow or as approved by the bearing value of 1 000 pounds t2. II{-/- equal with 2' operating nut district. per square fool.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />SECTION
<br />W-4 NOTE: SECTION A -A
<br />W-� W-5 For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />FIRE HYDRANT VALVE BOX THRUST BLOCK DETAILS FRAME & COVER S-6
<br />2 BLOWOFF W-3
<br />(SANITARY SEWER CLEANOUT)
<br />�acMP110.[a R(pICCV PPESSVRC
<br />Y'. Wllln a1.MN1,OX 4:SEYpLT
<br />s111y7 Is! FTED R/W
<br />SIFTEy NOTES
<br />J
<br />Wire not ►I{I - 1. ALL STREET LIGHTING AND 6'
<br />required _ I TOPPA?kE STANDARDS AND ENANCES SHALL
<br />FORM w R/W
<br />between SPECIFICATIONS.
<br />these valves [� Valve , 2. STREET LIGHT LOCATIONS AT ,o 0p
<br />if within 10' box - - Y o
<br />Cover splice with w
<br />of lea electrical tape n,, INTERSECTIONS SHALL BE APPROVED I .Q 3 d O
<br />P y sir'PORrs r _
<br />BY S.J.Co. DEPARTMENT OF PUBLIC m
<br />i Rv%xwicruHOCR(n °Y WORKS. L-2• MN. sum
<br />0 X = 3 PRIOR STREET,
<br />TO COUNTY ACCEPTANCE
<br />G OF
<br />I q 6'
<br />n THE IMPROVEMENTS. ADVANCE ARRANGE- MIN. �� MIN.
<br />I1-_ = MENTS SHALL DE MADE WITH P.G.kE.
<br />L• TO EITHER INSTALL THE STREET LIGHTS, LOCAL COMMERCIAL BC
<br />Riser pipe Soldered - z OR AGREE TO ACCEPT THEM FOR OPERA- INDUSTRIAL. RURAL ROADS
<br />Insulation into z TION AND MAINTENANCE UNDER THEIR
<br />SPI'ea rune together TYPICAL valve box (remove connection, bare _ Z LSI RATE SCHEDULE AFTER INSTALLATION.
<br />keep clear of gifting LAYOUT of splice) wire along pipe CLASS E
<br />NOTES; SPLICE DETAIL R/W
<br />1) Wire to be continuous between valve boxes, s
<br />o
<br />exceptas noted. now o
<br />2) Bars wire not to touch valves or fittings z
<br />3 Locating wire to be laid at bottom of trench,
<br />next to pipe.. x
<br />C. sew waT fii
<br />cwP am Rarer adO ox W E. . ra'
<br />J ) , wix w0a TM �Iw.alll [WNW nM. 4• Y
<br />♦ 1.5'- i 10' P.U.E
<br />`I 1 /10 AWG, TSingle strand• soft drown /^ ♦ f MIN. 3
<br />LOCATOR WIRE copper wire; bore along pipe, 4/64" Sea p
<br />polyvinyl chloride insulation outside deteii o
<br />97 ' _ _
<br />INSTALLATION of valve riser pipe and into the below _ Cal xurx WE _ N(x vwo w,N .
<br />114C)salve box
<br />f WDAr _ I� FACE OF < R-32
<br />W-8 CURB
<br />VALVE Dr_TAIL a"�`w STREET LIGHTING
<br />BACKFLOW PR);VI;NTI;R INSTALLATION
<br />NEW CONSTRUCTION LOCAL RESIDENTIAL AND STANDARDS
<br />N0. DATE REVISIONS By
<br />COLLECTOR RESIDENTIAL
<br />oeslaN oRAw71 By B A U M B A C H & PIAZZA
<br />� APPRCNED BY: Henry M. Hirata RC1; No. 21258DETAIL SHEET " w i N D W o 0 0" SUBDIVISION
<br />R D -IVIS 10 N SHEET OF 7
<br />19 CIVIL ENGINEERS O
<br />8MITT Dy EXP. DATE -_ SURVEYORS -UNIT
<br />u (�'' � � oe •� A JOB N0. 88aQj�3
<br />R.C.E• 1 yGag DATE '/ '`1r 323 W. FILM oT, LOCI, CALIF. N 3 H
<br />R o PUBL RKS (� SUBDIVISION IMPROVEMENTS
<br />FILE G
<br />THRUSTE
<br />K DIMENSIONS
<br />FITTINGS
<br />A
<br />H'
<br />FITTINGS
<br />I A
<br />LIN
<br />_
<br />10 LINE
<br />22 1 2
<br />I'-6
<br />V -6
<br />}•_0"
<br />2•_p'r
<br />45
<br />•_O•
<br />•_ -
<br />4'-0
<br />3-0
<br />90
<br />}•_0•
<br />2•_6
<br />5'-6
<br />4'-0
<br />TEE OUTLET
<br />•_0-•_
<br />-
<br />4'- -
<br />DEAD END
<br />3'-0"
<br />_
<br />LINE
<br />12 LINE
<br />22 1/22'-0
<br />2'-0
<br />3'-0
<br />3'-0
<br />45
<br />3'-0"
<br />2'-6'
<br />4'-6
<br />4'-0
<br />90
<br />4'-0' 1
<br />3'-6
<br />_ - ._._
<br />B -0'
<br />4 -0
<br />DEAD ENO
<br />3'-6'
<br />-
<br />I3"�--- 17"
<br />PLAN "CHRISTY G-8" or equal
<br />valve box 21" ^�
<br />30' Sidewalk 1M1/ I n
<br />Mark "W of line location In _
<br />13 3 4"-
<br />/\ : �.. ; .'. ; • / �/��/� 8" Min
<br />/ , . .... Y/��1 2'
<br />2" Threaded Cap J: --Il 2
<br />N5 rebor lop and bottomin
<br />pipe Cost iron cap topped 2" -'• •,-2' Caly. Iron Riser
<br />-� SECTION B -B
<br />• + Concrete or PVC pipe
<br />NOTES: _ o
<br />1. Fire hydrants shall be placed with pumper Outlet toting directly towards 1. Valve box and lid shall be Christy No. G-5, NOTES:
<br />0 cut to fit (10" id min.)
<br />the street. - 12
<br />2. Fire hydrants shall be clean and free of concrete. Brooks No. 1 R T of 4-ThT. ll equal. T /� �1" Galy iron 90' elbow 10•
<br />3. Fire hydrants to be American Darting model B -62B, Long Beach model 615, 2. All lids and grade rings shall have '
<br />machined seating surfaces. 1. All Thrust blocks shall be poured 3/
<br />James Jones J-4060, Dresser M k H style h ( reliant", Mueller 'Centurion" }. Extensions shall be as manufactured for the against undisturbed soil and shall r 2" Bronze gale valve
<br />or "Modern Centurion".or approved equal with (2)2 1/2' k (1)4"bar outlets. be Class B" Concrete. 2" Threaded goly. with non -rising stem.
<br />Dry barrel p the Stockton area; (2)2 1/2' do (I)4 1/2" wet barrel in Other valve box supplied or pipe of correct size Can 2. Thrust block dimensions were iron nipple -24" 9
<br />areas as approved by the lire chief. be used. calculated to allow a soil mox. length �/ /�T, STOCKHAM 6-130 or approved B 1/4 -
<br />fire I I
<br />4. All hydrants shall be pointed OSHA safely yellow or as approved by the bearing value of 1 000 pounds t2. II{-/- equal with 2' operating nut district. per square fool.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />SECTION
<br />W-4 NOTE: SECTION A -A
<br />W-� W-5 For temporary blow -off use some concrete blocking but omit reinforcing bars
<br />FIRE HYDRANT VALVE BOX THRUST BLOCK DETAILS FRAME & COVER S-6
<br />2 BLOWOFF W-3
<br />(SANITARY SEWER CLEANOUT)
<br />�acMP110.[a R(pICCV PPESSVRC
<br />Y'. Wllln a1.MN1,OX 4:SEYpLT
<br />s111y7 Is! FTED R/W
<br />SIFTEy NOTES
<br />J
<br />Wire not ►I{I - 1. ALL STREET LIGHTING AND 6'
<br />required _ I TOPPA?kE STANDARDS AND ENANCES SHALL
<br />FORM w R/W
<br />between SPECIFICATIONS.
<br />these valves [� Valve , 2. STREET LIGHT LOCATIONS AT ,o 0p
<br />if within 10' box - - Y o
<br />Cover splice with w
<br />of lea electrical tape n,, INTERSECTIONS SHALL BE APPROVED I .Q 3 d O
<br />P y sir'PORrs r _
<br />BY S.J.Co. DEPARTMENT OF PUBLIC m
<br />i Rv%xwicruHOCR(n °Y WORKS. L-2• MN. sum
<br />0 X = 3 PRIOR STREET,
<br />TO COUNTY ACCEPTANCE
<br />G OF
<br />I q 6'
<br />n THE IMPROVEMENTS. ADVANCE ARRANGE- MIN. �� MIN.
<br />I1-_ = MENTS SHALL DE MADE WITH P.G.kE.
<br />L• TO EITHER INSTALL THE STREET LIGHTS, LOCAL COMMERCIAL BC
<br />Riser pipe Soldered - z OR AGREE TO ACCEPT THEM FOR OPERA- INDUSTRIAL. RURAL ROADS
<br />Insulation into z TION AND MAINTENANCE UNDER THEIR
<br />SPI'ea rune together TYPICAL valve box (remove connection, bare _ Z LSI RATE SCHEDULE AFTER INSTALLATION.
<br />keep clear of gifting LAYOUT of splice) wire along pipe CLASS E
<br />NOTES; SPLICE DETAIL R/W
<br />1) Wire to be continuous between valve boxes, s
<br />o
<br />exceptas noted. now o
<br />2) Bars wire not to touch valves or fittings z
<br />3 Locating wire to be laid at bottom of trench,
<br />next to pipe.. x
<br />C. sew waT fii
<br />cwP am Rarer adO ox W E. . ra'
<br />J ) , wix w0a TM �Iw.alll [WNW nM. 4• Y
<br />♦ 1.5'- i 10' P.U.E
<br />`I 1 /10 AWG, TSingle strand• soft drown /^ ♦ f MIN. 3
<br />LOCATOR WIRE copper wire; bore along pipe, 4/64" Sea p
<br />polyvinyl chloride insulation outside deteii o
<br />97 ' _ _
<br />INSTALLATION of valve riser pipe and into the below _ Cal xurx WE _ N(x vwo w,N .
<br />114C)salve box
<br />f WDAr _ I� FACE OF < R-32
<br />W-8 CURB
<br />VALVE Dr_TAIL a"�`w STREET LIGHTING
<br />BACKFLOW PR);VI;NTI;R INSTALLATION
<br />NEW CONSTRUCTION LOCAL RESIDENTIAL AND STANDARDS
<br />N0. DATE REVISIONS By
<br />COLLECTOR RESIDENTIAL
<br />oeslaN oRAw71 By B A U M B A C H & PIAZZA
<br />� APPRCNED BY: Henry M. Hirata RC1; No. 21258DETAIL SHEET " w i N D W o 0 0" SUBDIVISION
<br />R D -IVIS 10 N SHEET OF 7
<br />19 CIVIL ENGINEERS O
<br />8MITT Dy EXP. DATE -_ SURVEYORS -UNIT
<br />u (�'' � � oe •� A JOB N0. 88aQj�3
<br />R.C.E• 1 yGag DATE '/ '`1r 323 W. FILM oT, LOCI, CALIF. N 3 H
<br />R o PUBL RKS (� SUBDIVISION IMPROVEMENTS
<br />FILE G
<br />
|