|
v
<br />See Standard
<br />Hine larger s
<br />Manhole
<br />0 In
<br />DatOil
<br />'
<br />at
<br />1N.Cm9 pros
<br />rlrc.m ng prop
<br />Cop.• ..it.,
<br />B`ma..
<br />(Sets".
<br />CONNECTION AT MAIN
<br />2. Meter ba. shall
<br />'.
<br />cauDlinq --
<br />I. Meter type and sire Shall be determines by City Engineer and
<br />Bra. Pl.e EM
<br />furnished and installed by the contractor.
<br />San 8e, PVC
<br />2. Meter box shall be set to allow meter to be read from the
<br />Gat. Val..
<br />drop prop, See
<br />appropriate sire bo..
<br />"Touch Reod" SystemSr.
<br />Note 4.
<br />wase
<br />24
<br />sw
<br />r
<br />yrn
<br />Stainless feel
<br />Of
<br />3'
<br />45' bend
<br />bands anchored
<br />9-Top s
<br />A
<br />71 ------------y
<br />to .all 24' C.
<br />-;
<br />IS
<br />-
<br />Two Danes min.
<br />NOTES:
<br />1. This type manhole !hall be used
<br />Mere differs.... in invert
<br />elevations at manhole exceeds 24'.
<br />2. Manhole ba.. shall h..0 einiaale
<br />thickness as show on Standard Plan
<br />for Manhole,.
<br />3. Pipe shall have at least one joint
<br />within 3 feet from manhole.
<br />4. Drop pipe to be ase else larger
<br />than the incoming pipe.
<br />Standard Frame and Cover
<br />Concrete Collar
<br />Break out
<br />Pipe
<br />match crowns
<br />,Grout
<br />- - 1
<br />\Smooth 1/4 ,adios
<br />SECTION A -A °t00 SECTION B -B
<br />M13N AnD a 206 DROP MANHOLE
<br />Adjust to Grade alN7Poving. ---
<br />Cast Iran ing _•d Cover
<br />3" Min, 15" Max. Reinforced
<br />Concrete Grade Ring. '.c
<br />1 r.� • 2 W cone. pour
<br />Precast Reinforced Concrete v
<br />Manhole Cone Conforming r• t• • C merNa collar
<br />To Plps Section SpNificalion` r 24,
<br />Poured Concrete
<br />A I4.1 1`.:I A
<br />' Mannal. Pipe Section
<br />f
<br />48" Conformrn6 To ASTM
<br />C 478 - ..arnl Revision
<br />Slope 6'Per Foal
<br />with 4' Yin_ Wall
<br />IMatch Crowns` 6
<br />1
<br />r ytM I
<br />"
<br />5 10"
<br />NOTE&
<br />1. All joints shall be ..sled Ram-nek or Kent -Seal 12.
<br />2. Backfill around HIS shall have 953 compaction.
<br />3. Concrete shall be: five sack Class •B' 2500 PSI
<br />at 28 days; 4• nus. slump; 1/4• eax. Aggregate.
<br />4. No joints in the pipe will be permitted within the
<br />maMole.
<br />3. Pipes shall have at least one joint within 3 fast
<br />from manhole.
<br />MANHOLE
<br />301
<br />DIMENSIONS
<br />tABN
<br />30• 331
<br />481 1 24"
<br />SEE SECTION
<br />SHEET 2
<br />TOP FACE OF
<br />N \cre
<br />4 r., e
<br />D.I Pipe
<br />e-
<br />I
<br />R Rock Bedding
<br />Set viice So dole. Jon., -J-193 7 11-1/2"62"1
<br />I. Motor .type and
<br />✓..
<br />be determined by the City
<br />Wiles I.F. Thread lE.i1 Equal)
<br />n�� I
<br />DEPRESSED GUTTERS
<br />DETAIL
<br />302 DROP INLET
<br />ED _ POUR
<br />MONOLITHIC
<br />PRE -FAB OR PRECAST
<br />INLET (SEE SHEET 2)
<br />INSIDE FACE OF BOX
<br />/2"MIN.GROUT
<br />6" ZAN 6• 5e 24"
<br />LATERAL 3 -MIN. LATERAL
<br />RADIUS (TYP)
<br />TRUNK LINE
<br />r" CHANNELIZE 6
<br />SECTION SECTION
<br />PRE -FAB INLET (PELICAN STYLE) PRE -CAST INLET
<br />CAST -IN-PLACE BOX PRE -CAST BOX
<br />NOTES
<br />1.
<br />Lateral crown to match trunk Crown, or lateral flowline
<br />to be a minimum of 0.2' higher than truck flowline,
<br />whichever governs.
<br />2. Where trunk line is Larger than 24• dia. use manhole
<br />base or special design box. Design to be reviewed by
<br />City Engineer.
<br />3. Precast inlets to be Santa Rosa 2-1/2 A, 4A, or equal.
<br />Prefab inlets to be Sent. Rosa Pelican 4A or equal.
<br />4. Precast box to be Christy U36, Santa Rosa IK, 3K or
<br />equal.
<br />5. Hold bottom of key of the box 17' below top of curb.
<br />6. Slope to drain with grout if box has no inlet pipe.
<br />B
<br />A k
<br />FLOW-- $21
<br />STORM
<br />TRUNKLINE
<br />KEY DETAIL
<br />STORM LATERAL
<br />B ell TOP FACE OF CURB
<br />_-- - 1
<br />I I
<br />KEINLET
<br />r- `fin DETAIL
<br />r ---------+tel ,
<br />NOTES --- -
<br />1. MR 000 MTQ 24- 4 LARDER TRUNK LIKES.
<br />2. LATERALS TO MATCH TRUNK CROWN ELEV. OR P.L. TO HAVE 0.2' HIM.
<br />DIPIENENCE WHICHEVER WYERSO.
<br />3. IDR DEPRESSED GOTTEN SEN INLET DETAIL.
<br />303 INLET M4NHOLE BASE
<br />Frame Cover
<br />Edge Pry -Hol
<br />ASTM Grid
<br />Pattern
<br />Lettering
<br />(Note 2)
<br />P-1001
<br />Manhole Frame
<br />26.25"
<br />►I
<br />255 N
<br />7"�
<br />zf
<br />-24 +�
<br />31.3" zein"
<br />NOTES:
<br />I. Frame and Cover shall be Phoenix Iron Work P-1090,
<br />Tsichert No. 6622, Pinkerton A-193, South Bay
<br />Foundary SBF 1900.
<br />2. Manhole cover Shall include lettering for designation
<br />of 'SANITARY SEWER" or "STORM DRAIN' as
<br />applicable.
<br />309 MANHOLE ASSEMBLY
<br />4'6" 5'-6*' W/5- Sidewalk
<br />0' -Si W/IOr Sidewalk
<br />e 2 6" 2'
<br />IE Blue Reflective
<br />IB 41/2' Outlet Pavement Marken
<br />E) Facing Strut Valve BOA 12'
<br />4" Concrete Pad '
<br />'..
<br />a' Agg. Bose Water Main
<br />Riser 6" Hydrant Bury fiD.LP.
<br />Spool- Thrust Block
<br />(Note 2t Or
<br />r •` 'A'PRestrained Joe,
<br />Beddingolywrao As Per
<br />6' AW WA- 0105 ,
<br />6With Flanged
<br />Thrust oak Or Connection
<br />ion To Tee
<br />Restrained Joint
<br />( Note 4 )
<br />NOTES:
<br />I. Hydrant sholl have I, 4 1/2" pumper outlet and 2,2 1/2" hose
<br />outlets, Rich "Ranger" Model 9GO, or approved equal. Hydrants
<br />and all exposed Darts shall be painted one Coot primer and
<br />two finishing coats of Fuller -O'Brien Company Aright yellow,
<br />number 312-35 H.O. Ind Enamel.
<br />2Riser spools when used shall be the solid type. Break -off spools
<br />are not permitted. The bolts attaching hydrant to bury or spool
<br />shall be of the break - off type, hex head, heavy American Standard.
<br />3. Valve shall be resilient wedge gate votve. Epoxy lined & coaled.
<br />4. Thrust block shall have o minimum bearing surface of 10 sq. feet,
<br />5 Concrete pod shall be 4'-fi'x 5. Slope shall be/4" 1n I' to curb.
<br />Concrete shall be Class"B" 2500 psi, 4"moximum slump, 3/4"moximum
<br />aggregate
<br />w th I/210. lampblack per yard. Pod shall be finished
<br />to the SPOCMCations of the sidewalk.
<br />6. Hydro -Statin testing required for runs in excess of one
<br />pipe length.
<br />7. Hydrants shall be located at P/L extension, at APPROVED BY
<br />and of curb raturn,3fi from driveways,and near
<br />street lightS,or as shown on plans approved
<br />by the City Engineer. FIRECHIEF
<br />DATE: -
<br />401 FIRE HYDRANT
<br />FINISHED GRADE
<br />IDI•
<br />FOR VALVE BOX R
<br />INSTALLATION SEE
<br />STD PLANS.
<br />PVC (C9OO)
<br />POLYWRAP ( Typical)
<br />DUCTILE IRON PIPE
<br />L]
<br />NOTES 6" Sand Bedding
<br />1. Valva shallbe one of the frill
<br />A. Butterfly valves, 12• and larger rubber seated, tight closing type
<br />nesting or exceeding A.w.M.A. C504. Velvet body shall be cost iron,
<br />A.S.T.M. A126 Claes B with 18-8 type 304 stainless steel body sett.
<br />Valve vane shall be Cast iron A.S.T.H. A 48 Class 40 with rubber seat
<br />secured with an intagal 18-8 stainless steel nylon locked screws.
<br />Rubber ..at shall be a full Circle 360' seated not Den.protect by the
<br />valve shaft. Packing shall be -triple Real" rubber designed for
<br />permanent underground duty. Valve operator shall be of the traveling -
<br />nut type, sealed, gasketed and lubricated for service. It shall
<br />withstand an input torque of 450 ft. lbs. Only valve. on approved
<br />materials list shall be used.
<br />B. Cate Valvse, 10' and zeal ler as shown on list of approved materials.
<br />2. Operating nuts shall be raised to within 4' of finished street grade with
<br />required extensions being provided by valve manufactured.
<br />3. #01Ivrall all pipes and valves.
<br />4. Valves shall be posted by manufacturer as followi 6' - 12' 175 psi lP
<br />and larger - 159 psi. In addition, hydrostatic tests against fully closed
<br />seizes vanes shall be done as follows, 6' - 12' 350 psi, and larger 386
<br />pd.
<br />S. Valve Box, brooks 3-11T or Christy GS with 05C lid.
<br />a
<br />:I Mel
<br />e I7
<br />On Sri.
<br />/ Surice FPaKrrr
<br />P
<br />METER BOX
<br />Us" x 3/4" - Meter
<br />Christy 09AP (WaterI
<br />Brooks 36H W -Read Lid
<br />I- Me ler
<br />Brooks 57-H W -Read Lid
<br />Cho 812 P (li
<br />METER SETTERS
<br />5/8'. 5/4"-VHH 172 - 24 W
<br />I' - VHH 174 - 24 W
<br />II,?'-VFH 7T- 278 r L
<br />2'- VFH- 278. L
<br />I - E N/1C SN
<br />C'eCmtcc
<br />RLV
<br />AS
<br />E" Men. 3/4' Crushed
<br />Rock Bedding
<br />Min. l' Below Subpode�
<br />Ford 170 Seri.. 3' Min
<br />Calls'.."., Corer
<br />(P Eouat
<br />Trete K eoDpN7 -L ,01. Pipe
<br />Corportion S
<br />DIRECT TAP
<br />• CONNECTION AT
<br />MAI N
<br />Coro. Sea. 1
<br />Jones -J-340311') Polywrao D.I.
<br />/Jones- J -19351L1/2"82`1 Pqe
<br />tor Eauoll
<br />3/4" Brass Ell
<br />.3/4' Bras. Nipple
<br />All arass To.
<br />-11/2' Or.
<br />To Main
<br />Cap flood Filling
<br />Or Compression With
<br />Nipple II.P Thread 1
<br />4 r., e
<br />D.I Pipe
<br />HANE
<br />Bronze Senate Slrap Corp. Stop I
<br />R Rock Bedding
<br />Set viice So dole. Jon., -J-193 7 11-1/2"62"1
<br />I. Motor .type and
<br />Jones 975 Or Eaoa1 poly wrap Jones -J-340111 )fo(
<br />be determined by the City
<br />Wiles I.F. Thread lE.i1 Equal)
<br />Cop.• ..it.,
<br />A Pipe only STRAFPED
<br />(Sets".
<br />CONNECTION AT MAIN
<br />2. Meter ba. shall
<br />NOTES
<br />To Ma10--
<br />I. Meter type and sire Shall be determines by City Engineer and
<br />Bra. Pl.e EM
<br />furnished and installed by the contractor.
<br />Main Lt.. Width
<br />2. Meter box shall be set to allow meter to be read from the
<br />Gat. Val..
<br />reading lid. Meter box shall be designed to accept Rockwell
<br />appropriate sire bo..
<br />"Touch Reod" SystemSr.
<br />N AN 403 1,1-1/2 & 2" WATER SERVICE
<br />wase
<br />STANDARD
<br />AN 405 lexi
<br />sw
<br />/-�
<br />it
<br />SW mprssed •W' on
<br />�JTOR
<br />SERVICE PLAN_
<br />Of
<br />3'
<br />45' bend
<br />1' 2'
<br />9-Top s
<br />3/4" Brass Ell
<br />.3/4' Bras. Nipple
<br />All arass To.
<br />-11/2' Or.
<br />To Main
<br />Cap flood Filling
<br />Or Compression With
<br />Nipple II.P Thread 1
<br />(1 Mi.. trusteed
<br />HANE
<br />ROCKWELL
<br />R Rock Bedding
<br />DIMENSIONS
<br />I. Motor .type and
<br />Ford 170 Serle
<br />be determined by the City
<br />On sit•
<br />Cop.• ..it.,
<br />furnished and installed by contractor.
<br />(Sets".
<br />for Equal)
<br />2. Meter ba. shall
<br />\�
<br />To Ma10--
<br />from
<br />Bra. Pl.e EM
<br />1 1/2" Type K Capper
<br />Main Lt.. Width
<br />4
<br />Gat. Val..
<br />FOR CONNECTION TO MAIN
<br />appropriate sire bo..
<br />1' /'-p'
<br />SEE CITY STANDARD
<br />wase
<br />STANDARD
<br />AN 405 lexi
<br />1•, 1-1/2', 2• WATER
<br />/-�
<br />3' 1
<br />SERVICE PLAN_
<br />3/4" Brass Ell
<br />.3/4' Bras. Nipple
<br />All arass To.
<br />-11/2' Or.
<br />To Main
<br />Cap flood Filling
<br />Or Compression With
<br />Nipple II.P Thread 1
<br />NOTES
<br />NOTES
<br />HANE
<br />ROCKWELL
<br />6"
<br />DIMENSIONS
<br />I. Motor .type and
<br />size shall
<br />be determined by the City
<br />Engineer,
<br />9"
<br />furnished and installed by contractor.
<br />Coupling
<br />7 90• Elba.
<br />2. Meter ba. shall
<br />be set to
<br />allow meter to be read
<br />from
<br />6 Bypass Pip. 8...S -Capper
<br />reading lid.
<br />Main Lt.. Width
<br />4
<br />Gat. Val..
<br />9 Bypass Gate volt.
<br />appropriate sire bo..
<br />1' /'-p'
<br />5
<br />wase
<br />STANDARD
<br />AN 405 lexi
<br />DUAL
<br />WATER SERVICE
<br />3' 1
<br />2'
<br />1'-6" 3'
<br />3'
<br />45' bend
<br />1' 2'
<br />2'
<br />A
<br />71 ------------y
<br />Yb"
<br />I' -b"
<br />3=6"
<br />3'
<br />CONNECTION AT END
<br />90' bend
<br />1'-G" 3'
<br />ro aoue/e cA.r.
<br />O,HPGYr,c:
<br />/� /}
<br />g••, lel \4/. OI2'.
<br />/,�
<br />rift r\'•/ 9••.
<br />NOTES
<br />Na.
<br />HANE
<br />ROCKWELL
<br />6"
<br />DIMENSIONS
<br />I
<br />Rockwell Meter
<br />6 9o• Elbow
<br />type - Compound, Turbine or Positive
<br />9"
<br />2
<br />Coupling
<br />7 90• Elba.
<br />-9"
<br />I'-6'
<br />3
<br />Adapl.r
<br />6 Bypass Pip. 8...S -Capper
<br />12"
<br />Main Lt.. Width
<br />4
<br />Gat. Val..
<br />9 Bypass Gate volt.
<br />appropriate sire bo..
<br />1' /'-p'
<br />5
<br />Reducing To.
<br />IO Spool
<br />2'
<br />NOTES
<br />6"
<br />1'-0'
<br />1'-0'
<br />6"
<br />DIMENSIONS
<br />I. Project Engineer to determine meter
<br />a.
<br />A. Oso All Length
<br />type - Compound, Turbine or Positive
<br />9"
<br />6 width Pipe E To Bypass
<br />displacement.
<br />10o '
<br />-9"
<br />I'-6'
<br />10'
<br />C. Rise To Maalmun instant
<br />2. All Turbine Meter shall have IS
<br />12"
<br />Main Lt.. Width
<br />strainer immedutely upstream with
<br />i-0'
<br />weight
<br />appropriate sire bo..
<br />1' /'-p'
<br />a'".. Sit.
<br />406 3', 4' & 6"
<br />WATER METER
<br />OF NRB
<br />FACE OF NRB
<br />NOTE
<br />■ BLUE REFLECTIVE MARKER
<br />EQIA) S VI6C-DB OR
<br />NOTES:
<br />I. The future extension slub shall be. tested and ch onnoted •Wdh the
<br />rest of the main and blown oft through the 901vanmed Iron pipe.
<br />2. Blow 0 1 f sho 11 be 2" go l v one ted iron pipe (6'B S" main or 4"
<br />galvanized iron pipe (10" B 12' main).
<br />3. Traffic bons shall be Christy G5 or approved equal.
<br />Blow Of,U 1 lion
<br />6' Trench 6"
<br />Men Limit, Men
<br />T I
<br />Minimum Dimensions For Thrust Blocks ' ei
<br />e
<br />Pipe Site A B I C D E
<br />6"
<br />1'-0'
<br />1'-0'
<br />6"
<br />2'-0"
<br />2'-0`
<br />a.
<br />-4
<br />'"
<br />1-
<br />'2
<br />9"
<br />2'-0'
<br />2'-0"
<br />10o '
<br />-9"
<br />I'-6'
<br />10'
<br />3'-0"
<br />3'-0`
<br />12"
<br />2-0'
<br />r- S'
<br />i-0'
<br />3'-0'
<br />3'-0'
<br />I L I j
<br />I
<br />a
<br />SECTION A - A
<br />409 BLOW OFF FOR FUTURE EXTENSION WITH VALVE
<br />Location Shall Be Approved Double Check Volvo
<br />Prior To I.Mpll.leon aackflair Prevention
<br />Device
<br />R/W I Test Cock,
<br />6n Lrvel
<br />est aocts
<br />ISn N S) - -
<br />L---- 130'IAa.. L•veid
<br />kill Line
<br />SupROfM Fy w
<br />is 1 set sou J I •
<br />DOUBLE CHECK VALVE ASSEMBLY
<br />LD.IIan Snell 6. Appealed Reduced Pressure
<br />0."'.
<br />Prior To Shall l0. ed \�\ -T- �Pe Devi.
<br />1
<br />Tut Cocks
<br />R/W Line_ I - - Levi
<br />ar
<br />I S'- ]IS Ground Level
<br />3 Men
<br />}N
<br />10"-36' SuDo b�
<br />Flow
<br />= 1 See J1 4,
<br />REDUCED PRESSURE ASSEMBLY
<br />NOTES
<br />I. Backflow prevention device shall consist of approved Double Check Valve
<br />or Reduced Pressure Principle Backflow Prevention Device as required.
<br />Size and model of backflow, device to be determined for each
<br />installation, depending upon allowable head loss. Where backflow preven-
<br />tion device is Installed in combination fire and domestic service it
<br />Shall be aooroved by Fire Chtd.
<br />2. Barrier post shall be located to protect piping and vaults, Curb and
<br />parking barriers can be considered protection if Effectively located.
<br />3. Blaekflow prevention device 3" or largo shall be supported. Use Grinnell
<br />fig. 264, with 4" thick, 12" square concrete fooling.
<br />4. Water supply - No connections or toes will be allowed between moor
<br />and device.
<br />S. Test cock$ shall be Mueller H-11007 or as furnished with the
<br />back Now prevention device.
<br />S. Device shall be accessible for testing and mainlance.
<br />7. Certification required prior to acceptance.
<br />420 BACKFLOW PREVENTION DEVICE
<br />3EN125 DEAD ENP5 TEE5
<br />NOTE5:
<br />L Cancrdfe shall ba class B 2500ps; minimum Af 28 Jays.
<br />2 Thrust blxks shall be PIAcdd AI&Insf undis}cubed Soil
<br />A Minimum bearing areas are shown in the above fable,
<br />4 Thrust blacks will be wedge-shaped and shall not overlap bell on
<br />fiftiMf, or in}arfrrer with bolts on flanges.
<br />423
<br />THRUST
<br />BLOCK
<br />AREA
<br />REQUIRED
<br />TYPICAL
<br />50-60
<br />TYPICAL
<br />Alla Wable
<br />soil beaten
<br />value -2500 wumels,
<br />Neat line put after „
<br />pit,
<br />square foo+.
<br />Cam pl •tion of final ,9'nl^.
<br />F;}}i"9s
<br />b" line
<br />A B
<br />C
<br />8" Gere
<br />A 5
<br />G
<br />10" lima
<br />A 13
<br />c
<br />IZ" lire
<br />A g
<br />L
<br />2Z$°bend
<br />1' /'-p'
<br />I' -L"
<br />I'
<br />2'
<br />2'
<br />1'
<br />3' 1
<br />2'
<br />1'-6" 3'
<br />3'
<br />45' bend
<br />1' 2'
<br />2'
<br />I' -b'
<br />3'
<br />Yb"
<br />I' -b"
<br />3=6"
<br />3'
<br />CONNECTION AT END
<br />90' bend
<br />1'-G" 3'
<br />3'
<br />I'-6"
<br />4'
<br />3'
<br />2'
<br />Class2Aggnpab Bas
<br />2. Post consists o/ 6 length of 4" P Sld. WI, pipe filled with grout and sat 3 bits.
<br />grade in 16"O.D. cone. bass. Position posts 2' in front of and 2.5' each side of
<br />Plead end
<br />1' 2' 4-
<br />Z'
<br />I' -G'
<br />3'
<br />3'
<br />2'
<br />Tee
<br />I' 2=G
<br />2'
<br />NOTE5:
<br />L Cancrdfe shall ba class B 2500ps; minimum Af 28 Jays.
<br />2 Thrust blxks shall be PIAcdd AI&Insf undis}cubed Soil
<br />A Minimum bearing areas are shown in the above fable,
<br />4 Thrust blacks will be wedge-shaped and shall not overlap bell on
<br />fiftiMf, or in}arfrrer with bolts on flanges.
<br />423
<br />THRUST BLOCK
<br />Limit of Trenching
<br />filially
<br />compaction
<br />TYPICAL
<br />50-60
<br />TYPICAL
<br />PAVED AREA
<br />relative
<br />UNPAVED AREA
<br />Neat line put after „
<br />(AMC 143C I f ajlvaz T![
<br />Mound earth above trench to
<br />Cam pl •tion of final ,9'nl^.
<br />e E BRASS
<br />TACK WIELD
<br />provide positive drainage
<br />backfill. H
<br />6"
<br />VALVE 1/2' I
<br />(wheel or final3"AC
<br />V2• KS .0.i
<br />LRT, X 3/1 -
<br />M.T. I
<br />We,
<br />Natural ground '
<br />12"A8
<br />�°
<br />sur to to
<br />/
<br />3
<br />v N
<br />.'Q. .. C.LCV
<br />O
<br />y'I
<br />POLYWRAP
<br />CONNECTION AT END
<br />See note 2
<br />2'
<br />OF MAIN LINE
<br />POINT OF LINE
<br />NOTES
<br />I. Assemblies installed at Easements, Roads and Streets without curbs shall be
<br />protected with guard post.
<br />Class2Aggnpab Bas
<br />2. Post consists o/ 6 length of 4" P Sld. WI, pipe filled with grout and sat 3 bits.
<br />grade in 16"O.D. cone. bass. Position posts 2' in front of and 2.5' each side of
<br />Backfill 90%
<br />95 Y. relative _.
<br />BLOWOFF
<br />1
<br />rslau.e compaction
<br />Compaction
<br />Back(" 11
<br />95%/
<br />filially
<br />compaction
<br />1/2'
<br />50-60
<br />Ba ckfi I1
<br />90%/
<br />relative
<br />cosepactior
<br />I t n Bedding
<br />NOTES L.
<br />1. All trenches shall be shored or protected in accordance by OSHA.
<br />2. Trenches on sujor and minor arterials in Which case, additional thickness
<br />Nay be required by City Engineer.
<br />3. Imported backfill material shall be used in all trenching within existing
<br />paved streets.
<br />4. Compaction shall be attained by mechanical tamping - No jetting shall be
<br />allowed.
<br />S. Compaction testing of the trench backfill shall be by the City.
<br />4. Drop hammer shall not be used to cut pavement.
<br />7. All trenches shall be, backfilled and temporary, paving or steel plated at
<br />the end of each Working day.
<br />8, 24 hour written Witless is required prior to caweeneeeedt of work.
<br />DIMENSION "W'
<br />W st 6" For IS' Diameter Or Less
<br />W"10" For 21' To 36" Diameter j
<br />W- 12" For 39" Dial Or Largo
<br />----_ BatlAhIl As Par SId. Plan
<br />'aa Or
<br />BEDOING "A" 9eddlnq"B"
<br />CRUSHED ROCK GRADATION
<br />vi
<br />So,inp lino \_ Bedding "
<br />Sieve Site % Passing
<br />Sieves
<br />1' 100 B"
<br />ASTM (C131 Test Gradog-BIHer
<br />1
<br />Spacial Effort, Stiffe Made To STABLE SOIL `-
<br />B
<br />Ensue That Material b Installed \Bedding "A"
<br />Properly In Thi. Area.
<br />NOTES
<br />I. Bedding "A" shall be composed of sand (Sand equivalent not less
<br />than 351 or crushed rock (See Gradation I.
<br />2. Bedding "B' shall be composed of sand ( Sand equivalent not less
<br />than 35) or other granular material approved by the Director of
<br />Public Works and shall be compacted to a relative compaction of not
<br />less than 90 %.
<br />3. Unstable subgrade material shall be excavated and stabilized with e,3
<br />rock as per the City Engineer or his authorized represenatives.
<br />STANDARD
<br />PLAN 502 PIPE ZONE & BEDDING
<br />No.
<br />PARALLEL PERPENDICULAR
<br />CONSTRUCTION NS U N
<br />CASE I
<br />CASE I E CASE 2 ZONE C
<br />ZONE ZONE
<br />A
<br />a -T
<br />er ZONE D
<br />z q s
<br />CASE 2 1
<br />Zeal 2 •
<br />T ZONE 0
<br />ZONE S.
<br />i
<br />W WO a
<br />r 0 20HE
<br />N A ZONE C
<br />CASE 1: NEW SEWER BEING INSTALLED
<br />ZONE A. SEWER Lm$ PARALLEL TO WATER MAINS SHALL HOT BE PERMITTED 'N THIS ZONE WITHOUT
<br />APPROVAL THE RESPONSIBLE HEALTH AGENCY AND WATER SUPPLIER.
<br />D.PPROM LE
<br />A SEWER LINE PLACED PARALLEL TO A WATER LINE SHALL BE CONSTRUCTED OF:
<br />I. EXTRA STREWTH vMRFED .LAT PPE WITH COMPRESSION JOINTS.
<br />2. CAST OR gICTLE WON PIPE WITH C.ES$K JOINTS
<br />I REINFORCED CONCRETE PRESSURE PPE WITH COMPRESSION JOINTS [PER AWWA C]02-'41.
<br />C A D.. A SEWER L MOSSNO A WATER MAN SHALL BE CONSTPUCTED OF
<br />I. UXTLE Rol PPE wITH NOT BITUWACOS COATNO AND MECHANICAL JOINTS.
<br />2 A CORtNJWS SECTION OF AENFCACED CONCRETE PRESSURE PPE IPER ANWA C3C2-711
<br />CENTERED OVER THE PPE SEND CROSSED,
<br />S AMY SEWER PPE WITH A C,m,AJWS SLEEVE.
<br />D ONLY 1. AMY SEWER PPE SEPARATED BY A TEN -FOOT BY TEN -FOOT. FR -INCH THICK
<br />RfWFORCED CONCRETE SLAB. W
<br />NOTE: ZONE P 15 A PROHIBITED ZONE, SEC. 61690161121 CAL. ADMINISTRATIVE CODE, TITLE 22.
<br />CASE 2. NEW WATER MAINS RFINT INSTAI I Fn
<br />ZONE A. NO WATER MAWS PARALLEL TO SEWERS SHALL BE CONSTRUCTED NOTHWT APPROVAL FROM
<br />THE HEALTH DEPARTMENT
<br />e. R THE SEWER PARALLELING THE WATER MAN DOES WT MEET THE CASE I,I ZONE. RECW-
<br />REMENTS, THEATER MAN SHALL BE CONSTRUCTED OF
<br />I DUCTILE RCN PPF WITH HOT MUMNmrS COATM
<br />Z. DPPED AM WRAPPED Oli@-Fq.11TN-WCN-TNICx WELDED STEEL PPE.
<br />1 R6fORfHD CdaE MESSWE PPE, STEEL CYLNOER TYPE, PER AWWA I C300, 14 OIt
<br />C. R THE SEWER CROSSW THE WATER MAN DOES HOT MER THE CAS! 1. ZONE C. REOUR WKS,
<br />THEWATER MAN SHALL HAVE W JOwTS N 2e, C AMC BE CONSTRUCTED CF
<br />I. I SAME AS s 1-1 I.
<br />D. P THE SEWER CROS$M THE WATER MAN DOES HOT WIT THE REQUIREMENTS FDA ZONE D,
<br />CAST [, THE WATER WN SHALL HAVE NO JOINTS MTHN FIXIR FEET FROM EITHER SIDE OF
<br />THE SEWER AAO SHALL BE CONSTRUCTED OF I SAME AS B 1-1 I.
<br />ILANDARD
<br />MAN 506 WATER/SEWER SEPARATION REQUIREMENTS
<br />3
<br />or
<br />91� Sirnt Ligh
<br />t Conduit Located e
<br />In Accordunc. With Standard
<br />EU v nn
<br />t Wae�
<br />Mai
<br />: T ,S-�,
<br />, S•. No... -H .. U
<br />P
<br />C
<br />A See City Standard Plan
<br />"Utllily CC..N, Trench
<br />Section"
<br />TYPICAL SECTION
<br />NOTES:
<br />I. For industrial sections, depth of services at properly line shall
<br />be determined by individual sewer and storm drain design.
<br />2 Depth of city Water mains shall be 36" min. cover for 10"
<br />and under, 48" min. cover for 12" and larger.
<br />562 UTILITY CROSSINGS
<br />em SMaOTH-7 l galy. PLATE
<br />COMBINATION -r H I MRif
<br />I/2" / x c'LO.
<br />ANCHOR DETAIL
<br />3/4'
<br />90-100
<br />1/2'
<br />50-60
<br />3/8'
<br />0-20
<br />No, 4
<br />0-5
<br />ASTM (C131 Test Gradog-BIHer
<br />1
<br />Spacial Effort, Stiffe Made To STABLE SOIL `-
<br />B
<br />Ensue That Material b Installed \Bedding "A"
<br />Properly In Thi. Area.
<br />NOTES
<br />I. Bedding "A" shall be composed of sand (Sand equivalent not less
<br />than 351 or crushed rock (See Gradation I.
<br />2. Bedding "B' shall be composed of sand ( Sand equivalent not less
<br />than 35) or other granular material approved by the Director of
<br />Public Works and shall be compacted to a relative compaction of not
<br />less than 90 %.
<br />3. Unstable subgrade material shall be excavated and stabilized with e,3
<br />rock as per the City Engineer or his authorized represenatives.
<br />STANDARD
<br />PLAN 502 PIPE ZONE & BEDDING
<br />No.
<br />PARALLEL PERPENDICULAR
<br />CONSTRUCTION NS U N
<br />CASE I
<br />CASE I E CASE 2 ZONE C
<br />ZONE ZONE
<br />A
<br />a -T
<br />er ZONE D
<br />z q s
<br />CASE 2 1
<br />Zeal 2 •
<br />T ZONE 0
<br />ZONE S.
<br />i
<br />W WO a
<br />r 0 20HE
<br />N A ZONE C
<br />CASE 1: NEW SEWER BEING INSTALLED
<br />ZONE A. SEWER Lm$ PARALLEL TO WATER MAINS SHALL HOT BE PERMITTED 'N THIS ZONE WITHOUT
<br />APPROVAL THE RESPONSIBLE HEALTH AGENCY AND WATER SUPPLIER.
<br />D.PPROM LE
<br />A SEWER LINE PLACED PARALLEL TO A WATER LINE SHALL BE CONSTRUCTED OF:
<br />I. EXTRA STREWTH vMRFED .LAT PPE WITH COMPRESSION JOINTS.
<br />2. CAST OR gICTLE WON PIPE WITH C.ES$K JOINTS
<br />I REINFORCED CONCRETE PRESSURE PPE WITH COMPRESSION JOINTS [PER AWWA C]02-'41.
<br />C A D.. A SEWER L MOSSNO A WATER MAN SHALL BE CONSTPUCTED OF
<br />I. UXTLE Rol PPE wITH NOT BITUWACOS COATNO AND MECHANICAL JOINTS.
<br />2 A CORtNJWS SECTION OF AENFCACED CONCRETE PRESSURE PPE IPER ANWA C3C2-711
<br />CENTERED OVER THE PPE SEND CROSSED,
<br />S AMY SEWER PPE WITH A C,m,AJWS SLEEVE.
<br />D ONLY 1. AMY SEWER PPE SEPARATED BY A TEN -FOOT BY TEN -FOOT. FR -INCH THICK
<br />RfWFORCED CONCRETE SLAB. W
<br />NOTE: ZONE P 15 A PROHIBITED ZONE, SEC. 61690161121 CAL. ADMINISTRATIVE CODE, TITLE 22.
<br />CASE 2. NEW WATER MAINS RFINT INSTAI I Fn
<br />ZONE A. NO WATER MAWS PARALLEL TO SEWERS SHALL BE CONSTRUCTED NOTHWT APPROVAL FROM
<br />THE HEALTH DEPARTMENT
<br />e. R THE SEWER PARALLELING THE WATER MAN DOES WT MEET THE CASE I,I ZONE. RECW-
<br />REMENTS, THEATER MAN SHALL BE CONSTRUCTED OF
<br />I DUCTILE RCN PPF WITH HOT MUMNmrS COATM
<br />Z. DPPED AM WRAPPED Oli@-Fq.11TN-WCN-TNICx WELDED STEEL PPE.
<br />1 R6fORfHD CdaE MESSWE PPE, STEEL CYLNOER TYPE, PER AWWA I C300, 14 OIt
<br />C. R THE SEWER CROSSW THE WATER MAN DOES HOT MER THE CAS! 1. ZONE C. REOUR WKS,
<br />THEWATER MAN SHALL HAVE W JOwTS N 2e, C AMC BE CONSTRUCTED CF
<br />I. I SAME AS s 1-1 I.
<br />D. P THE SEWER CROS$M THE WATER MAN DOES HOT WIT THE REQUIREMENTS FDA ZONE D,
<br />CAST [, THE WATER WN SHALL HAVE NO JOINTS MTHN FIXIR FEET FROM EITHER SIDE OF
<br />THE SEWER AAO SHALL BE CONSTRUCTED OF I SAME AS B 1-1 I.
<br />ILANDARD
<br />MAN 506 WATER/SEWER SEPARATION REQUIREMENTS
<br />3
<br />or
<br />91� Sirnt Ligh
<br />t Conduit Located e
<br />In Accordunc. With Standard
<br />EU v nn
<br />t Wae�
<br />Mai
<br />: T ,S-�,
<br />, S•. No... -H .. U
<br />P
<br />C
<br />A See City Standard Plan
<br />"Utllily CC..N, Trench
<br />Section"
<br />TYPICAL SECTION
<br />NOTES:
<br />I. For industrial sections, depth of services at properly line shall
<br />be determined by individual sewer and storm drain design.
<br />2 Depth of city Water mains shall be 36" min. cover for 10"
<br />and under, 48" min. cover for 12" and larger.
<br />562 UTILITY CROSSINGS
<br />em SMaOTH-7 l galy. PLATE
<br />COMBINATION -r H I MRif
<br />I/2" / x c'LO.
<br />ANCHOR DETAIL
<br />MR MEASE Eq LY
<br />VALVE • ,IAC[0
<br />2" SERVICE LINE
<br />ASSEMBLY
<br />(AMC 143C I f ajlvaz T![
<br />i
<br />e E BRASS
<br />TACK WIELD
<br />M
<br />TEST DRAIN,
<br />NUT TO
<br />VALVE 1/2' I
<br />]' x 3"x 1/4'�
<br />V2• KS .0.i
<br />LRT, X 3/1 -
<br />M.T. I
<br />We,
<br />r YM MALI
<br />1 %2" RlOUCG
<br />"EREpill srL PRC
<br />REQUIRED . ••g,y1 ;,gkIE
<br />ANCHOR
<br />4 REWIRED
<br />• A ( SEE DETAIL
<br />..fe, AT RANT)
<br />MA,3 NIPPLES `j SAND
<br />a".24* sRVvEE
<br />9".ZP.N"
<br />CONCIKT! also,
<br />'.I; ELEVATION
<br />I/2" / x c'LO.
<br />ANCHOR DETAIL
<br />-2 SERVICE LIN[
<br />21/2'.2• NYLON SUSHING I USE COPPER
<br />2" SERVICE LINE
<br />PIPE AND
<br />D.I. PIPE BRASS FiTTI
<br />i
<br />N THRUST
<br />at=
<br />W
<br />M
<br />.�
<br />BRONZE DWIBLE STRAP
<br />M
<br />SERVICE CLAMP
<br />�N
<br />I
<br />BL x
<br />We,
<br />ILT
<br />CD
<br />�°
<br />0 PIPE
<br />J:
<br />3
<br />v N
<br />.'Q. .. C.LCV
<br />O
<br />y'I
<br />POLYWRAP
<br />CONNECTION AT END
<br />CONNECTION AT HIGH
<br />OF MAIN LINE
<br />POINT OF LINE
<br />NOTES
<br />I. Assemblies installed at Easements, Roads and Streets without curbs shall be
<br />protected with guard post.
<br />S BU
<br />2. Post consists o/ 6 length of 4" P Sld. WI, pipe filled with grout and sat 3 bits.
<br />grade in 16"O.D. cone. bass. Position posts 2' in front of and 2.5' each side of
<br />•1 COMBINATION AIR � VACUUM RELEASE VALVE. ASSEMBLY df
<br />BLOWOFF
<br />V)
<br />Z
<br />O
<br />0
<br />W
<br />W
<br />H
<br />CD
<br />Z
<br />U 0 S 0
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<br />O Y U
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<br />< U W x M d' W
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<br />0let
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