|
I- 6"x 6"-
<br />W14 x W 1 4 welded
<br />wife
<br />fabric -
<br />- Expansion Joint (Typ. )
<br />12' Minimum
<br />mohsrlals equal to a
<br />\
<br />NOTES:
<br />FITTMIIGS
<br />A
<br />----- - 30 M�wcmeen
<br />6" LINE etrtd 4"On site LINE
<br />1) Freme 6 Grote shelf conform
<br />A ee ballovement Standard No. C -6
<br />2) Two feet awnwoin Below finished grade
<br />Expansion JointA
<br />IFee'
<br />00 1 1 -F L
<br />f' - 6"
<br />Expansion
<br />I
<br />Joint
<br />3' -2
<br />Warp
<br />I
<br />saproval of the Engine
<br />I
<br />1
<br />3124* NM barrel shad be Class E RC.P
<br />or Close 19 A C P
<br />Warp
<br />�- Sidewalk
<br />Ground
<br />'j- 0
<br />Future ;
<br />< - 0•
<br />4' - 0"
<br />Existing Pavement
<br />Sidewalks
<br />- 0
<br />DEAD END
<br />4' - 0
<br />Wler Box
<br />Moller
<br />12 LINE
<br />221/20
<br />2 - 0"
<br />2'-0"
<br />22 I/re
<br />3' - 0"
<br />3'- 0"
<br />450
<br />•
<br />450
<br />♦♦
<br />totem fDte—��
<br />♦ (If wry) i
<br />Curb and
<br />��
<br />,
<br />3k --v
<br />`
<br />6i-- Compact In 12 max. layers
<br />_
<br />5,-6-
<br />4' .
<br />11-21
<br />-0
<br />DEAD END
<br />3 -i
<br />Gutter Line -
<br />-� Gutter 4
<br />Com-.{
<br />in 6"Min.
<br />1- 0
<br />he
<br />to o min.relothe Compaction
<br />_-� ' Stop.,-
<br />.--�
<br />�- Gutter
<br />of pavement end
<br />,
<br />-
<br />3- 0 2'
<br />F
<br />A
<br />2'-(f b'- _Cr
<br />PLAN
<br />shoulders, and 90%
<br />11,4 " R
<br />L
<br />r' w
<br />FOR ADDITIONAL
<br />TAILS S
<br />- 3' •1- -- 4'�-- 3
<br />I lrwwiliwi jj- Fumy.. Trwreerol4 I,
<br />VIEW A -A '� Lip 4 See Nose rl
<br />11'4 S
<br />beel with
<br />4" chamfer
<br />VIEW 6-B
<br />I
<br />I Apple. �" or
<br />1
<br />if Oz.
<br />_
<br />1 Expansion Joint Typical 4 -
<br />IIAIN
<br />� 4
<br />J \ GROOVING DETAIL
<br />\ Grooved in a herringbone A _r
<br />/ \\ WornF with 1" grooves appals j Ii"o.C. ; grams Mould be
<br />♦�
<br />•:� striped portllsl to ormswoMt
<br />I,� \ stripes. e- .
<br />q �•,\ yea" '"Grooves approx.I.O.C.
<br />\\� ♦♦
<br />` e�+ ♦ R
<br />\ or
<br />12'I \. `---1PSWhLLmi-
<br />FL Back of Walk -1 ,- Curb L,ne
<br />G—
<br />Gutter Line
<br />ELEVATION
<br />SECTION A -A
<br />'#*OMMERCIA
<br />WAY
<br />�Expanson Joint Typical
<br />foto of Curb
<br />Crosswalk
<br />NOTES: I
<br />V 6' Romp for41" 4arb height and 2Y6eidewolk $Is". For 6" curb height either use 8' ramp or transition
<br />curb height 10 4iifrom expansion pint to begtnnrg of reap.
<br />2. Catch basins and other •bs ructlom are not to be located within the wheatcMu path area.
<br />3 See Standard B-4,6 - 5, or B-6 for Will, Wier 4 Sidewalk Details; and State 8'. no Plan N8-9 dr
<br />ether details.
<br />HANDICAP RAMP
<br />1
<br />NOTE All radii = 4"unless f W- water line
<br />otherwise noted N S - Sanitary Sewer line
<br />G - Gas line
<br />Depressed lebr "W", 'S", in
<br />curb to identify service locations -- • -
<br />- Vertical Curb at Returns
<br />1 r 10J"R Groan Finish I,
<br />I - Level line
<br />Trot ' _in
<br />o
<br />1�
<br />Dowels 05 or Dio x 24" spaced 12"o c
<br />greased and wropped ons side Mroupr
<br />every expansion joint 6•
<br />EA•s1 - rretM s swore �
<br />PLAN
<br />MONOLITHIC BEVEL TYPE 6"
<br />CURB 6 GUTTER -
<br />• • . • •';... _ :2.1ti Solt
<br />------- 7'-0" Mia _ - -
<br />24" Nps
<br />���40" Minimum (Sidework) - 12• _
<br />2'-0"--- - Broom Finish
<br />8roam finish Lw• I{"�At Returns f
<br />Sloe» 1 --ii r
<br />., ♦ ' +- ,`ems ly Level Line , Ma1M� r' N-
<br />• l
<br />lopt on I
<br />.
<br />. o • ' r
<br />r T
<br />--•1 s" V— 12" LN«o (Vol nwd h _
<br />Dowels -4501, E Ala a 24 • .r.c.e . s °'
<br />Vowed sad Wv"ood
<br />one Bide through every FOR UER71C,OL CG E 5: - 6iD. 9-5 '" - • -
<br />*woMion joint $EE V,4IEE7 9 t^ /
<br />MONOLITHIC EVEL TYPE 'lGosa •B" Concrete
<br />CURB. WTTER 81 S10EMIALK
<br />NOTES:
<br />SECTION A -A SECTION 8-B
<br />I. Construct
<br />..,aM;a„ rhe. m..n.. W M whn.,..w NM pies, �Ygr✓rES5lp�9
<br />IrMinM N *Thor MSN wMb M eidwulh �gRY
<br />S ? 2
<br />2 Nesse w+rsM sus. w. r.e M MMMwled A K' ..darn wlwaw a ��
<br />y
<br />No. 19638
<br />.� CURB GUTTER P. SIDEWALK E:p9 �.9
<br />SUBDIVISION STREETS ANDARD STORM DRAIN INLET
<br />NO TDATE REVISIONS By DESIGN DRAWN BY APPROVED
<br />/-/.?-B9 Ar 6&, 19
<br />1ZU8 TED _
<br />RCE �DATE T /5-3 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />of
<br />2'-0"
<br />KDMI11111210111IS
<br />- Expansion Joint (Typ. )
<br />8 I
<br />mohsrlals equal to a
<br />\
<br />NOTES:
<br />FITTMIIGS
<br />A
<br />ErUwt.
<br />6" LINE etrtd 4"On site LINE
<br />1) Freme 6 Grote shelf conform
<br />A ee ballovement Standard No. C -6
<br />2) Two feet awnwoin Below finished grade
<br />0
<br />00 1 1 -F L
<br />f' - 6"
<br />: SPECIFICATIONS
<br />M sew development. In existing streets,
<br />may be Ins !hon 2' wrth the
<br />3' -2
<br />2' - 0"
<br />-- -
<br />saproval of the Engine
<br />I
<br />4
<br />�I I .//
<br />3124* NM barrel shad be Class E RC.P
<br />or Close 19 A C P
<br />EA•s1 - rretM s swore �
<br />PLAN
<br />MONOLITHIC BEVEL TYPE 6"
<br />CURB 6 GUTTER -
<br />• • . • •';... _ :2.1ti Solt
<br />------- 7'-0" Mia _ - -
<br />24" Nps
<br />���40" Minimum (Sidework) - 12• _
<br />2'-0"--- - Broom Finish
<br />8roam finish Lw• I{"�At Returns f
<br />Sloe» 1 --ii r
<br />., ♦ ' +- ,`ems ly Level Line , Ma1M� r' N-
<br />• l
<br />lopt on I
<br />.
<br />. o • ' r
<br />r T
<br />--•1 s" V— 12" LN«o (Vol nwd h _
<br />Dowels -4501, E Ala a 24 • .r.c.e . s °'
<br />Vowed sad Wv"ood
<br />one Bide through every FOR UER71C,OL CG E 5: - 6iD. 9-5 '" - • -
<br />*woMion joint $EE V,4IEE7 9 t^ /
<br />MONOLITHIC EVEL TYPE 'lGosa •B" Concrete
<br />CURB. WTTER 81 S10EMIALK
<br />NOTES:
<br />SECTION A -A SECTION 8-B
<br />I. Construct
<br />..,aM;a„ rhe. m..n.. W M whn.,..w NM pies, �Ygr✓rES5lp�9
<br />IrMinM N *Thor MSN wMb M eidwulh �gRY
<br />S ? 2
<br />2 Nesse w+rsM sus. w. r.e M MMMwled A K' ..darn wlwaw a ��
<br />y
<br />No. 19638
<br />.� CURB GUTTER P. SIDEWALK E:p9 �.9
<br />SUBDIVISION STREETS ANDARD STORM DRAIN INLET
<br />NO TDATE REVISIONS By DESIGN DRAWN BY APPROVED
<br />/-/.?-B9 Ar 6&, 19
<br />1ZU8 TED _
<br />RCE �DATE T /5-3 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />of
<br />THRUST
<br />KDMI11111210111IS
<br />bockfill with
<br />mohsrlals equal to a
<br />FITTMIIGS
<br />A
<br />ErUwt.
<br />6" LINE etrtd 4"On site LINE
<br />Street R/W
<br />better than
<br />the existing pavement
<br />f' - 6"
<br />: SPECIFICATIONS
<br />22 -
<br />3' -2
<br />2' - 0"
<br />45"
<br />900
<br />3-
<br />in quality
<br />and thickness.
<br />4'- 0"
<br />3'- 0"
<br />4-0
<br />TEE OUTLET
<br />Ground
<br />'j- 0
<br />Future ;
<br />< - 0•
<br />4' - 0"
<br />Existing Pavement
<br />3 -
<br />- 0
<br />DEAD END
<br />4' - 0
<br />Wler Box
<br />Moller
<br />12 LINE
<br />221/20
<br />2 - 0"
<br />2'-0"
<br />22 I/re
<br />3' - 0"
<br />3'- 0"
<br />450
<br />•
<br />450
<br />♦♦
<br />totem fDte—��
<br />♦ (If wry) i
<br />�'-:-
<br />��
<br />,
<br />3k --v
<br />`
<br />6i-- Compact In 12 max. layers
<br />_
<br />5,-6-
<br />4' .
<br />11-21
<br />-0
<br />DEAD END
<br />3 -i
<br />i "s,
<br />♦�._
<br />�.
<br />Com-.{
<br />in 6"Min.
<br />1- 0
<br />he
<br />to o min.relothe Compaction
<br />_-� ' Stop.,-
<br />.--�
<br />(TYp)
<br />of pavement end
<br />,
<br />shoulders, and 90%
<br />0I
<br />CConnection_
<br />doptor
<br />_
<br />outside shoulders.
<br />--
<br />�_'-
<br />f /■ 36" Rebor with/
<br />S
<br />0
<br />__
<br />—
<br />— `�CompoclMP4"mox.byee
<br />L
<br />Connection
<br />—
<br />- e Aeoptor
<br />2 hew clamps 12• spoil
<br />to a minimum
<br />O
<br />— relative compaction
<br />O
<br />Catwrelon
<br />es" Min.
<br />Corer Miow Bantam
<br />C
<br />/O
<br />i of 9a 9•. iwr SS
<br />-
<br />Fav
<br />a erten
<br />(if Mr)
<br />0
<br />85% f'•r W d SO
<br />�— e2
<br />- Compact in 6" foyers
<br />\ -
<br />y0'
<br />ie e
<br />Service
<br />Clomp (I" w larger
<br />Double Strap)
<br />P
<br />LIO" O D.
<br />Mn.
<br />II
<br />to a minimum
<br />10" pnppction 10"
<br />Min relative t
<br />90 X Min.
<br />0. 0. 10`
<br />Mn.
<br />B�
<br />PLAN
<br />Izl-' ■ t" 0 D.t 20 Min.
<br />wweiw •'".
<br />NOTES:
<br />Far Sanitary 5ewe� 0. D.+ 20" Mn.
<br />NO an/y 3/4"Crushed
<br />J ----- --------- I. Plastic pipeuptol!CI.O. service Moll be ultra high molecular weight (UHMW) RIGID CONDUIT Rack a� 09-C/II
<br />I Polyethylene as manufactured b "Drloco ipe", "Orangeburg" q FLEXIBLE CONDUIT
<br />•r P awebur a approved equal (� 90% R.0
<br />;•� with minimum pressure rating of 160 psi.
<br />rC
<br />2. Plastic pipe for 2" I.D, service *hall be PS 2110 Polybutylene or approved
<br />• ' equal with mininkan pressure rating of 160 psi.
<br />3. Corporation stop *hon hove CWWOIWn COCA *Meads.
<br />' 4. Angle stop Moll him sishel out and Bask*Anila. NOTES
<br />zs 5. Angle stop shelf be vertically Nasbod- I. Relative compaction of materials shall be tested by the Stale of California,
<br />6. Size of service line shall be asnquired by the Counfy. Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />7. MWIMr hnst0-tif* OwwodiM $hall CoMpm to ASTM Designation D 2239. 2. All existing pavement shot[ be really cul to line prior to french excavolion.
<br />SECTION A -A WATER SERVICE 3 Jetting or ponding will be permitted within the Street Right of Way with 3year bond,
<br />4. # When shown by soil Composition and t ompactibility, ninety percent (90%)
<br />NOTES 1 I.wq type grab may be compaction may be used, when approved by the Director d Public Works.
<br />weed as alternate.
<br />y Variable l'
<br />2Greta easfastened to frame a TYPICAL TRENCH DETAIL
<br />with hs ■ioat
<br />h.-nat
<br />e** chaini
<br />Cost Mon Lid
<br />I
<br />Volvo box, From@ and Lid 0 otlle-proof, machined
<br />Refer to improvement Standard No. E-2
<br />FOR ALL STREET sealing surface
<br />2" above ground hM1
<br />Break -Off Joint LOCATIONS-
<br />6'
<br />";;•„'.,
<br />so 2" Asphalt Concrete\
<br />I ° -Finished Grade
<br />Water Main Concrete Anchor Block IO"( -T
<br />6"a Pipe tiI
<br />L •' • C�fii
<br />Flanged by Ring -Tile Adaptor 1
<br />Conc. Thrust Block- (As Required) Conc. Thrust Block - - Ir _ •_
<br />Refer to Improvement 6" Flanged or Flanged by Refer to improvement -1 �, FOR OFF STREET
<br />Standard No. E-.3 Ring -Tito Gore Volvo. Standard No. E-3. LOCATIONS
<br />NOTES Tifco No. If Tee or Equal.
<br />Concrete Bose to be
<br />I. Fire Hydrants shall be placed with*4" outlet facing Extensions / around Valva Boa.
<br />directly towards the street. Concrete Base not
<br />2 Fire Hydrants shall be clean and free of concrete. necessary when Volvo
<br />Bos is tocotcd in bock
<br />3 Fre Hydrards b be American Dorking Model B-628, Drover M B H Style 929 of sidewalk.
<br />"Relionr", Mueller "CsMurion" or "Abdern C*Murion", or approved equal (2-2y',
<br />SECTION 8-6 6 I -a r2 Outlet)
<br />Or other size on required by the local Fire District.
<br />FRAME & GRATE 4 All Hydrants Moil be pointed OSHA safety yellow or as
<br />(STANDARD STORM DRAIN INLET) r"Aired by local Fire District. '
<br />---
<br />_�IOt = -
<br />FIRE HYDRANT NOTES:
<br />we
<br />I. Valve box and Lid shall be Christy No G5, Brooks Na l R T or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />THRUST BLOCK DETAILS 3 Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct
<br />size con be used.
<br />�( 450 Mox. _VALVE BOX
<br />457
<br />Piped •r.� _•.• - n--24-iii.. 36 `tat
<br />" • i I n
<br />��• .'� I' Mn.-� MAIN 100 E N = F
<br />TYPICAL SECTION THRUT
<br />CAST IRON QE11D TEE OUTLET QEAD END THRUST BLOCK ,,torp) ,
<br />• - �" e-Cest Iron From* and Cover
<br />s
<br />• � ... � Refer b Improvement Standard
<br />+I.
<br />No. 0-4
<br />3'-0"
<br />PlA[I!
<br />Existing solver
<br />Gre
<br />Or W*wlodne
<br />6" Or S" I. D Pyo :,i , b
<br />o" /
<br />hwsd -Bal-
<br />• • - _ PI*p corer b ,
<br />Wshs (Clops r
<br />' • ' . op
<br />Barba Of Trwh
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />MIND
<br />BAUMBACH & PIAZZA
<br />CIVIL EWNEERS — 1URVEYORS
<br />323 W. ELM ST, LODI, CALIF. 95240 PH. 209.366-661 6
<br />IOTES, I Ali lowest blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class 8" Concrete
<br />2 TMust block dimensions were
<br />celCulet•d to allow a *oil
<br />hearing volus of 1,000 pounds
<br />per sawn toot
<br />•S Robot e lop and often
<br />Det"
<br />-T ±
<br />EFegmmKNT NLOIWwr
<br />THRUST BLOCK DETAILS
<br />DEL RIO
<br />Unit I & 2
<br />2" ID pipe
<br />TYPICAL STREET SIGN
<br />MAIN
<br />i
<br />O
<br />3?
<br />h
<br />i Street
<br />Sign Location
<br />NOTES
<br />I One street sign is requireo
<br />at each intersection.
<br />2 Sock rounds us are to be acquired
<br />from the Sen Joaquin Crotty Deport-
<br />ment of PWnrA% one Building Inspection.
<br />3 See un rovernant plans for location
<br />of STOP wins, when required
<br />4 The ISngth of the street sign vanes
<br />due to the brtgfh of the direct
<br />name
<br />Edge of Pavement.
<br />Bock of Sidewalk
<br />or Bock of Curb
<br />ti
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET IQ OF IZ
<br />oFTa�l SHEET JOB No 6752
<br />FILE
<br />NO. - � `--t• i j
<br />THRUST
<br />KDMI11111210111IS
<br />FITTINGS
<br />1 71111117B
<br />FITTMIIGS
<br />A
<br />8
<br />6" LINE etrtd 4"On site LINE
<br />100 LINE
<br />22 1/ '
<br />f' - 6"
<br />r- 6"
<br />22 -
<br />3' -2
<br />2' - 0"
<br />45"
<br />900
<br />3-
<br />-S
<br />45-
<br />9Q#S'-6
<br />4'- 0"
<br />3'- 0"
<br />4-0
<br />TEE OUTLET
<br />- 0
<br />'j- 0
<br />TEE OUTLET
<br />< - 0•
<br />4' - 0"
<br />OEAD END
<br />3 -
<br />- 0
<br />DEAD END
<br />4' - 0
<br />4'- 0
<br />8 LLW
<br />12 LINE
<br />221/20
<br />2 - 0"
<br />2'-0"
<br />22 I/re
<br />3' - 0"
<br />3'- 0"
<br />450
<br />7 OR
<br />450
<br />4'-6
<br />4-0•
<br />TEE OUTLET
<br />- "
<br />V-6
<br />3k --v
<br />•
<br />TEE OUTLET
<br />_
<br />5,-6-
<br />4' .
<br />11-21
<br />-0
<br />DEAD END
<br />3 -i
<br />i- 0
<br />OEAD END
<br />5- 6
<br />1- 0
<br />IOTES, I Ali lowest blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class 8" Concrete
<br />2 TMust block dimensions were
<br />celCulet•d to allow a *oil
<br />hearing volus of 1,000 pounds
<br />per sawn toot
<br />•S Robot e lop and often
<br />Det"
<br />-T ±
<br />EFegmmKNT NLOIWwr
<br />THRUST BLOCK DETAILS
<br />DEL RIO
<br />Unit I & 2
<br />2" ID pipe
<br />TYPICAL STREET SIGN
<br />MAIN
<br />i
<br />O
<br />3?
<br />h
<br />i Street
<br />Sign Location
<br />NOTES
<br />I One street sign is requireo
<br />at each intersection.
<br />2 Sock rounds us are to be acquired
<br />from the Sen Joaquin Crotty Deport-
<br />ment of PWnrA% one Building Inspection.
<br />3 See un rovernant plans for location
<br />of STOP wins, when required
<br />4 The ISngth of the street sign vanes
<br />due to the brtgfh of the direct
<br />name
<br />Edge of Pavement.
<br />Bock of Sidewalk
<br />or Bock of Curb
<br />ti
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET IQ OF IZ
<br />oFTa�l SHEET JOB No 6752
<br />FILE
<br />NO. - � `--t• i j
<br />
|