|
I- - 6•s 6"- W 14 a W 14 welded rue fabric
<br />- _ 12' Minimum
<br />�-30
<br />Expansion Jant \ I I F"
<br />Wap -
<br />! SidowWb,
<br />,/
<br />-Z Gutter
<br />�3'- Cr
<br />FOR ADDITIONAL
<br />DETAILS SEE- SPECIFICATIONS
<br />rI Trwwt,ar � Nonny Trwu/ion �
<br />VIEW A -A Lip
<br />1__ 6' 4'4`-J�" ��--_ � 4 See NOM el
<br />wdh 45•
<br />bowel with :..-;2:-.r `.:•-.".
<br />2" chamfer -'r5, • -
<br />4 {...---- 22`
<br />20'
<br />VIEW B -B it'
<br />1,E xponsion Joint I F
<br />1 Approi. D • orit
<br />s
<br />I 4
<br />' I lit• QC
<br />1• _
<br />Worp �z-Sidewalk I Expansion Joint Typical 4 --__
<br />JA
<br />Curb and �\ S:RQOVING DETAIL I U 8
<br />Geller Line - r \ 0 w I
<br />Grooved in 0 herringbone
<br />`z- Gut ler- z _ _
<br />poftarn with �' grooves opproa. •' � I HUI
<br />4 a QC. ; grooves should be I I 44`�--- W
<br />fa 3'
<br />E L►A � 3'-v I *' ? \ aligned parallel to crosswalk m- _
<br />\ �
<br />PLAN '� ice ; Grooves oppros.4'OC. e
<br />` 1W \ R/W
<br />or
<br />12' \. \`---1P—rOAL_�mi_ PLAN
<br />r
<br />stick of W141* � /Curb L.ne
<br />\` Gutter Line
<br />ELEVATION
<br />Foes of
<br />Joint Typical
<br />V4 • R
<br />+i ; yf L
<br />.
<br />Crosswalk
<br />f
<br />Ska" 4- r I'_
<br />I- - 6•s 6"- W 14 a W 14 welded rue fabric
<br />- _ 12' Minimum
<br />�-30
<br />Expansion Jant \ I I F"
<br />Wap -
<br />! SidowWb,
<br />,/
<br />-Z Gutter
<br />�3'- Cr
<br />FOR ADDITIONAL
<br />DETAILS SEE- SPECIFICATIONS
<br />rI Trwwt,ar � Nonny Trwu/ion �
<br />VIEW A -A Lip
<br />1__ 6' 4'4`-J�" ��--_ � 4 See NOM el
<br />wdh 45•
<br />bowel with :..-;2:-.r `.:•-.".
<br />2" chamfer -'r5, • -
<br />4 {...---- 22`
<br />20'
<br />VIEW B -B it'
<br />1,E xponsion Joint I F
<br />1 Approi. D • orit
<br />s
<br />I 4
<br />' I lit• QC
<br />1• _
<br />Worp �z-Sidewalk I Expansion Joint Typical 4 --__
<br />JA
<br />Curb and �\ S:RQOVING DETAIL I U 8
<br />Geller Line - r \ 0 w I
<br />Grooved in 0 herringbone
<br />`z- Gut ler- z _ _
<br />poftarn with �' grooves opproa. •' � I HUI
<br />4 a QC. ; grooves should be I I 44`�--- W
<br />fa 3'
<br />E L►A � 3'-v I *' ? \ aligned parallel to crosswalk m- _
<br />\ �
<br />PLAN '� ice ; Grooves oppros.4'OC. e
<br />` 1W \ R/W
<br />or
<br />12' \. \`---1P—rOAL_�mi_ PLAN
<br />r
<br />stick of W141* � /Curb L.ne
<br />\` Gutter Line
<br />ELEVATION
<br />Foes of
<br />Joint Typical
<br />V4 • R
<br />+i ; yf L
<br />.
<br />Crosswalk
<br />I
<br />Ska" 4- r I'_
<br />f I
<br />I
<br />�
<br />NOTES:
<br />arch lir .nr)
<br />p
<br />_
<br />4
<br />SW of service line shall be as required by the County.
<br />Brook -Off Joint
<br />Existing Povemem
<br />Claire
<br />Clomnp (I` or largo
<br />7.
<br />Mus ler hast° -till awwaOiam Mob cto - in to ASTM Designation 022.18.
<br />_r
<br />I. V Romp for 4y• r(urb height and 2% sidewalk Slope. Far 6' curb height either use 8' resp or transition
<br />3'- 0"
<br />1
<br />I T
<br />lob Might to 41 from expansion pout is begnenq of rasp,
<br />3 Jetting or palsy will be permitted welfare the strut Right of Way with 3 year bond.
<br />SECTION A -A
<br />M«swe sou. � 1
<br />2. Catch basins ole other obefructens we not to be located within thio wheelchair path was.
<br />�6"►tin.
<br />SECTION A -A
<br />�; to o min. rsbtiva aargaetion
<br />3. Sao ftna ted B-4, 9-S, r 8-6 for Curb, 6wNtor a Sldsasll Dstab; ale SNte Staldad Plat N8-@othfor
<br />S'-6
<br />1. Plastic pipe up to Ik" I. D. service shall be ultra
<br />high molecular weight (UHMW )
<br />:_i of 96%•wider pownwd and
<br />TYPICAL
<br />COMMERCIAL
<br />DRIVEWAY Me
<br />HANDICAP RAMP
<br />a L
<br />T—
<br />Expansion Joist (Ty►. )
<br />B I �
<br />NOTES:
<br />\� I) Rome a Grata aka11 conform
<br />ad a a a , 1 F L A to Improvement Standard No. C -6
<br />Variable 2'-0" j j 1 2) Two feet miwnama below finished grade
<br />Qa a o o a I M now "a -ft
<br />m In n theing streets,
<br />1 \ � may be Nola Mw r r�M the
<br />- - _ aepreval of the Engineer
<br />3) 240 pipe barrel shad be Class IH RC.P
<br />Scoring Line \ �T— j or Close Z A.C.P.
<br />Broom Finish
<br />i. Broom Finish
<br />12 6" " I
<br />slope= �4" per I' +Ltps/
<br />° L hu
<br />•' < i �.YJo -- - - - Frwr a Grate �
<br />e Tt'. Tl .a
<br />/ iM 5'- 0" 6@'
<br />M
<br />Dowels 5a4dia. x 24"
<br />spaced 12" o. c., greased and
<br />wrapped one side through
<br />every expansion joint.
<br />MONOLITHIC CURB, GUTTER,
<br />81 SIDEWALK
<br />NOTES;
<br />1. Construct expansion joints req 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects of ridewalk.
<br />2 Transverse weakened plane joints shop be spaced RD 12' maximum intervals. SECTION A -A
<br />MONOLITHIC CURB GUTTER
<br />a SIDEWALK DRAIN INLET
<br />4__. STANDARD STO R M
<br />NO DATE REVISIONS BY D SIGN DRAWN BY APPROVED
<br />Bell
<br />t.
<br />SECTION 6- B ` -
<br />EP
<br />Street m/W
<br />East. Waww / Future ;
<br />Molar Baa Mase
<br />c
<br />\\
<br />Dotam N Olteh
<br />1 \.iSA W `
<br />I - Cmnsulen '---�
<br />Connection
<br />Adopter I r r 2 her clasps 12" sparl
<br />mist can
<br />+i ; yf L
<br />24'
<br />Min. Carer below bates
<br />NOTES:
<br />batter than
<br />S=wotwo
<br />-- Stov
<br />a
<br />arch lir .nr)
<br />(Back"',
<br />in quality
<br />S/felyTl
<br />Service _J
<br />4
<br />SW of service line shall be as required by the County.
<br />Brook -Off Joint
<br />Existing Povemem
<br />Claire
<br />Clomnp (I` or largo
<br />7.
<br />Mus ler hast° -till awwaOiam Mob cto - in to ASTM Designation 022.18.
<br />Ca npoct N le Max. byes
<br />Double Strap)
<br />3'- 0"
<br />1
<br />(21-� ■ 2" _�
<br />f4 s'
<br />3 Jetting or palsy will be permitted welfare the strut Right of Way with 3 year bond.
<br />SECTION A -A
<br />M«swe sou. � 1
<br />NOTES:
<br />�6"►tin.
<br />4.t When sI- by sod composition and compactibigty, ninety percent (90%)
<br />�; to o min. rsbtiva aargaetion
<br />�-----'---------",
<br />S'-6
<br />1. Plastic pipe up to Ik" I. D. service shall be ultra
<br />high molecular weight (UHMW )
<br />:_i of 96%•wider pownwd and
<br />2 -
<br />Variable
<br />." .
<br />W dr -
<br />-
<br />Polyethylene as manufactured
<br />by •OriatOpipe",
<br />"Orangeburg" or approved equal
<br />• •
<br />by Ring -Tito Adaptor
<br />\t
<br />■
<br />— —
<br />Y
<br />TYPICAL TRENCH DETAIL
<br />with loamy beef-aeated chain
<br />with minimum pressure rating
<br />of 160 pal.
<br />cc
<br />Cost hon Lid
<br />i - •
<br />to a minimum
<br />3'-0"
<br />LOCATIONS
<br />Plastic pipe for 2" I. D. service "it be P8
<br />2110 Polybutylene or approved
<br />1=t
<br />A T
<br />f�
<br />egwl with. minimum pressure
<br />3 Cartion atshell have
<br />rating of 160 pal.
<br />corporation took flreods.
<br />mist can
<br />with
<br />mobsrials equal to or
<br />otlie-proof. machined
<br />NOTES:
<br />batter than
<br />the existing pavement
<br />Angie stop shell be vertically plumbed.
<br />Refer to Improvement Standard No. E-2
<br />(Back"',
<br />in quality
<br />and thickness.
<br />4
<br />SW of service line shall be as required by the County.
<br />Brook -Off Joint
<br />Existing Povemem
<br />7.
<br />Mus ler hast° -till awwaOiam Mob cto - in to ASTM Designation 022.18.
<br />Ca npoct N le Max. byes
<br />2. AN existing povemeM shed be Molly vel to line prior to trench excavation,
<br />3'- 0"
<br />1
<br />WATER SERVICE
<br />f4 s'
<br />3 Jetting or palsy will be permitted welfare the strut Right of Way with 3 year bond.
<br />SECTION A -A
<br />2r Asphalt Conceal I
<br />,-
<br />-Fill hod Grode .
<br />�6"►tin.
<br />4.t When sI- by sod composition and compactibigty, ninety percent (90%)
<br />�; to o min. rsbtiva aargaetion
<br />.,
<br />S'-6
<br />(TypJ
<br />_
<br />:_i of 96%•wider pownwd and
<br />2 -
<br />Variable
<br />it.
<br />W dr -
<br />shoulders. said 90% _ _
<br />-
<br />_
<br />s ,.:, r •.
<br />• •
<br />by Ring -Tito Adaptor
<br />— — —
<br />— Out" shaddars. —
<br />— —
<br />Y
<br />TYPICAL TRENCH DETAIL
<br />with loamy beef-aeated chain
<br />Rater to Improvementged or Flayed by Refer to Improvement
<br />1
<br />cc
<br />Cost hon Lid
<br />Standard Na. E-3 "a Volvo. Standard Me. E-3.
<br />to a minimum
<br />3'-0"
<br />LOCATIONS
<br />oNo. 11 Tat or .
<br />-
<br />O
<br />— relative compaction O
<br />NOT
<br />• Conaround crete Base M
<br />L Fn Hydrants Mail be placed rile *4" Outlet facing
<br />al 85 %.
<br />Extensions
<br />0
<br />directly towards the street.
<br />-
<br />.
<br />Ceicrelo Baso not
<br />4 - O
<br />OEAO END
<br />3 -i
<br />- Compact in 6 layea
<br />_
<br />S - 6
<br />10" 0 D.
<br />10` to o minimum 10 0: D.
<br />10"
<br />Min.
<br />Min relative compaction Min.
<br />Mn.
<br />0 D. t 20"
<br />Mn of 90%. O. D. t 20"
<br />Mn.
<br />RIGID CONDUIT FLEXIBLE
<br />CONDUIT
<br />oP
<br />•
<br />4.
<br />pOrO
<br />Angle stop shall have thrived out and leek wlmi•.
<br />otlie-proof. machined
<br />NOTES:
<br />r 29'f I
<br />S.
<br />Angie stop shell be vertically plumbed.
<br />Refer to Improvement Standard No. E-2
<br />1. Relative compaction of materials shall be tested by the State of California,
<br />A
<br />4
<br />SW of service line shall be as required by the County.
<br />Brook -Off Joint
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />7.
<br />Mus ler hast° -till awwaOiam Mob cto - in to ASTM Designation 022.18.
<br />- tt•
<br />2. AN existing povemeM shed be Molly vel to line prior to trench excavation,
<br />3'- 0"
<br />1
<br />WATER SERVICE
<br />f4 s'
<br />3 Jetting or palsy will be permitted welfare the strut Right of Way with 3 year bond.
<br />SECTION A -A
<br />2r Asphalt Conceal I
<br />,-
<br />-Fill hod Grode .
<br />Water Moire Conuete Ascher Bbcb
<br />4.t When sI- by sod composition and compactibigty, ninety percent (90%)
<br />-i
<br />.,
<br />S'-6
<br />I-jL
<br />compaction may be used, when approved by the Director of Public Works.
<br />NorEs 1 may ..
<br />2 -
<br />Variable
<br />it.
<br />W dr -
<br />""7 °',.°°N
<br />-
<br />I e , •'
<br />s ,.:, r •.
<br />• •
<br />by Ring -Tito Adaptor
<br />2. Grata sW be foots ed to frame
<br />BeLIK
<br />Canc. Thrust Block-quired) Cmc. Thrust Stock-
<br />7Ring-Tite
<br />TYPICAL TRENCH DETAIL
<br />with loamy beef-aeated chain
<br />Rater to Improvementged or Flayed by Refer to Improvement
<br />1
<br />cc
<br />Cost hon Lid
<br />SECTION 8-8
<br />FRAME a GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Top at peoam o I°Ns
<br />Pteeul eelmlaeM anneals
<br />fFr• Mjlrtawt rigs
<br />20. V. 40 a i• 1111eta11s11 ,
<br />as repeed
<br />heast r11ird11►asd
<br />csnaelo Cane.
<br />AN isoft solvilsred red "
<br />bands• wile raarsar w
<br />basil iassrear aid Gomm
<br />surf11ps.
<br />Precast rowAWced WAWA"
<br />papea, ASTM 0478, Met in 4
<br />rear Sloushm (t'.Y.V. a
<br />Cast was Fro ms teed Cur► - refw
<br />/to MproowAo sundud law C -S
<br />4 asamm ars ON , Lamm
<br />IL
<br />1 r
<br />t
<br />4--4 {— cra. • We Cassr11le fair
<br />baba. 1411- tet bee.
<br />may be wood it apprwN
<br />by as Esgrrer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />MOTE : A f — ff asmaeta cow OW be and N a19m1M d by No EMM1111c
<br />19 BAUMBACH & PIAZZA
<br />1 1C�j�,,A•r7�C $
<br />fUSMITTED BY CIVIL ENGINEERS SURVEYORS
<br />F R.C.E. /ZGBS DATE 71t Zf7323 W. ELM ST, LOOI, CALIF. 93240 PH. 209-368.6618
<br />SAN JOAOUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />• T:C:1
<br />46• Moa.
<br />.y
<br />1' IIiL-i
<br />TYPICAL SECTION TFf1FIU
<br />TEE OUTLET DEAD ENO THRUST BLOCK
<br />THRUST
<br />K
<br />otlie-proof. machined
<br />Value Boa, From and lid
<br />FOR ALL STREET
<br />seotmq our ace
<br />Refer to Improvement Standard No. E-2
<br />FITTINGS
<br />A
<br />8
<br />6a LINE and 4"On•Site LINE
<br />Brook -Off Joint
<br />LOCATIONS
<br />2• shoground
<br />ve kris6
<br />i -6
<br />- tt•
<br />22 •
<br />3'- 0"
<br />1
<br />a'
<br />f4 s'
<br />• i
<br />- 1 - 00
<br />,•.:•.
<br />_T
<br />2r Asphalt Conceal I
<br />,-
<br />-Fill hod Grode .
<br />Water Moire Conuete Ascher Bbcb
<br />pe(_
<br />-i
<br />.,
<br />S'-6
<br />I-jL
<br />rlprl,.�
<br />- 0
<br />2 -
<br />TEE OUTLET
<br />< - on
<br />W dr -
<br />60/ Pipe
<br />-
<br />I e , •'
<br />s ,.:, r •.
<br />• •
<br />by Ring -Tito Adaptor
<br />4' - 0
<br />BeLIK
<br />Canc. Thrust Block-quired) Cmc. Thrust Stock-
<br />7Ring-Tite
<br />I LINE
<br />Rater to Improvementged or Flayed by Refer to Improvement
<br />li�
<br />2'-0•
<br />H FOR OFF STREET
<br />Standard Na. E-3 "a Volvo. Standard Me. E-3.
<br />3'-0•
<br />3'-0"
<br />LOCATIONS
<br />oNo. 11 Tat or .
<br />-
<br />4S•
<br />4'-i
<br />NOT
<br />• Conaround crete Base M
<br />L Fn Hydrants Mail be placed rile *4" Outlet facing
<br />_
<br />Extensions
<br />/ lvo � x.
<br />directly towards the street.
<br />-
<br />TEE OUTLET
<br />Ceicrelo Baso not
<br />4 - O
<br />OEAO END
<br />3 -i
<br />necessary earn Valva
<br />2 Fire Hydrants shall be clean ole free of concrete.
<br />S - 6
<br />4 - 0
<br />Boa is located in bock
<br />3. Fre Hydrants to be Anowite n Dark" Yodel 8-628, Dressar, M 9 H Style 929
<br />Of sidewstk.
<br />"Rakent", Mwllsr "CsmNaw 2-"
<br />ion" or "Modern Cw w ", or Split squat (P 1t
<br />a 1-4• outlafs)
<br />Or Other size as required by the local Fin District.
<br />4 All Hydrants dal be panted OSHA safety yellow or as
<br />rationed by race
<br />F
<br />FIRE HYDRANT
<br />NOTES:
<br />I. Volvo tea and Lid Mal be Christy
<br />Na. GS, Brooks NoIRT at 4 -TT, or equal.
<br />2. AN Lids and Weds Rings shall leve machined seatmq Surfaces.
<br />THRUST BLOCKDETAILS
<br />3. Extensions mea be as manufactured
<br />for Nr Volvo Boa Supplied or Pipe of Correct
<br />^
<br />be d
<br />• T:C:1
<br />46• Moa.
<br />.y
<br />1' IIiL-i
<br />TYPICAL SECTION TFf1FIU
<br />TEE OUTLET DEAD ENO THRUST BLOCK
<br />• S Reber a tap and bottom PLAN
<br />Delta i
<br />0
<br />TOTES, I AN lhrwel blow shell be pawed
<br />. W*Shwbw sod arta snaa
<br />be Class "e' Concrete
<br />2 TMua block i imeMwM were
<br />ceh doted to allow a mai
<br />bearvy valise o1..1,OUO pounds
<br />par quare fool
<br />we .
<br />VALVE BOX
<br />t _ 24', 30y a 36` OW
<br />r
<br />—L weer
<br />MAIN IOOE
<br />i R (hP) +s.
<br />TYPICAL STREET 516N
<br />MAIN l^^SC
<br />0
<br />3:
<br />O
<br />V
<br />t- Street
<br />Sign Locaflon
<br />I
<br />2• ID pipe a
<br />�1
<br />NOTES:
<br />I One street sign ,s required
<br />at each intersection.
<br />2 Block numbers we to be acquired
<br />from tar San elowfuN Canty DOW-
<br />ment of Pbwnm d BnrMng Iapectm.
<br />3 See mprovem°M plods for locator
<br />of STOP siprr. when required.
<br />4 The bMhh of that street Sign vanes
<br />due to the iw*h of the street
<br />none.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />I Kle/,
<br />IL
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />UI - sl=a
<br />ELEVATION
<br />rERMANENT BLOW -OFF INSTALLATION STREET SIGN
<br />INSTALLATION
<br />THRUST BLOCK DETAILS STANDARD STREET SIGN DETAILS
<br />Prepared For:1 LC A u SHEET F. Fla) OF 7
<br />OAKWOOD GROUP DETAIL L T S H EE T Joe No�l072a
<br />sr
<br />301 W. LOOBT ff'l' MAIN STREET (LO* SACRAMENT© RQ)
<br />LODI 131: 369-8400 INDIANA STREET FSE 0'830
<br />STREET IMPROVEMENTS
<br />-
<br />THRUST
<br />K
<br />DIMENSIONS
<br />FITTINGS
<br />A
<br />S
<br />FITTINGS
<br />A
<br />8
<br />6a LINE and 4"On•Site LINE
<br />100 LINE
<br />221/20
<br />i -6
<br />- tt•
<br />22 •
<br />3'- 0"
<br />V- 0'
<br />45•
<br />-
<br />-
<br />45•
<br />4'-0"
<br />3'-0•
<br />900
<br />-
<br />-i
<br />•
<br />S'-6
<br />-Us
<br />TEE OUTLET
<br />- 0
<br />2 -
<br />TEE OUTLET
<br />< - on
<br />W dr -
<br />DEAD E11D
<br />-
<br />-
<br />OEM END
<br />W -
<br />4' - 0
<br />BeLIK
<br />I LINE
<br />221/ •
<br />2'-0•
<br />r .00
<br />221 •
<br />3'-0•
<br />3'-0"
<br />45•
<br />3-0
<br />-
<br />4S•
<br />4'-i
<br />4-O
<br />•
<br />_
<br />4' -
<br />TEE OUTLET
<br />T - 6
<br />-
<br />TEE OUTLET
<br />0-0
<br />4 - O
<br />OEAO END
<br />3 -i
<br />3 -
<br />DEAO END
<br />S - 6
<br />4 - 0
<br />• S Reber a tap and bottom PLAN
<br />Delta i
<br />0
<br />TOTES, I AN lhrwel blow shell be pawed
<br />. W*Shwbw sod arta snaa
<br />be Class "e' Concrete
<br />2 TMua block i imeMwM were
<br />ceh doted to allow a mai
<br />bearvy valise o1..1,OUO pounds
<br />par quare fool
<br />we .
<br />VALVE BOX
<br />t _ 24', 30y a 36` OW
<br />r
<br />—L weer
<br />MAIN IOOE
<br />i R (hP) +s.
<br />TYPICAL STREET 516N
<br />MAIN l^^SC
<br />0
<br />3:
<br />O
<br />V
<br />t- Street
<br />Sign Locaflon
<br />I
<br />2• ID pipe a
<br />�1
<br />NOTES:
<br />I One street sign ,s required
<br />at each intersection.
<br />2 Block numbers we to be acquired
<br />from tar San elowfuN Canty DOW-
<br />ment of Pbwnm d BnrMng Iapectm.
<br />3 See mprovem°M plods for locator
<br />of STOP siprr. when required.
<br />4 The bMhh of that street Sign vanes
<br />due to the iw*h of the street
<br />none.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />I Kle/,
<br />IL
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />UI - sl=a
<br />ELEVATION
<br />rERMANENT BLOW -OFF INSTALLATION STREET SIGN
<br />INSTALLATION
<br />THRUST BLOCK DETAILS STANDARD STREET SIGN DETAILS
<br />Prepared For:1 LC A u SHEET F. Fla) OF 7
<br />OAKWOOD GROUP DETAIL L T S H EE T Joe No�l072a
<br />sr
<br />301 W. LOOBT ff'l' MAIN STREET (LO* SACRAMENT© RQ)
<br />LODI 131: 369-8400 INDIANA STREET FSE 0'830
<br />STREET IMPROVEMENTS
<br />-
<br />
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