|
I
<br />6"x 6"- W14 x W 14 welded wife fabric
<br />12' Minimum
<br />E.ponsion Joini i I r►A
<br />Warp
<br />Sidewalks
<br />Gutter 4
<br />I 3'- Cr
<br />!V4 R
<br />1
<br />la
<br />1
<br />f
<br />PLAN
<br />rL Back of wok
<br />SECTION A -A
<br />ICAL COMMERCI
<br />Warp I e- Sidewalk _
<br />ELEVATION
<br />IV
<br />FOR ADDITIONAL
<br />TAILS SE
<br />rlrwr•n wee Nmp TrunM w»� �
<br />l_-7 �4�
<br />VIEW A -A J! Lip _ 4 See Note I
<br />with 45' --
<br />bevel with ���..;.: -.Y :.:. •:...,.•�� '
<br />chomfer r5
<br />VIEW B -B
<br />I
<br />I•
<br />m.
<br />Appr- or
<br />I Expansion Joint Typical r 4
<br />MIN. \'+ ►.•.1 .. •:.i::..:•: .,.•..:j?'4.i:::y.:;.
<br />\\ 4
<br />�\ GROOVING DETAIL
<br />\ 0
<br />ionoi.C.
<br />ved in o herringbone
<br />'-r
<br />\\ rn Volts 1• groove approa ; gro46ws otad0 M
<br />j) aligned parallel to araewaM
<br />�y, \ stripes. -�
<br />4" Grooves opprox.�'o.C.
<br />♦ R/W
<br />e� \
<br />or
<br />\ ♦ ! Proowty Line
<br />12'
<br />Curb L.ne
<br />GutterLin
<br />Expansion Joint Typical
<br />Face of Cub
<br />NOTES:
<br />D
<br />I. 6' Ramp for 41 r(urb Might and 2% sidewalk slope. For 6" curb height either use s' romp or transition
<br />�T curb Might to 4f frorn expansion pint h p beginneig of ram
<br />T 2. Catch basins and other obstructions, are net to be located within the wheelchair path area.
<br />3. Sao Standard B-4, B- 5, air 0-6 for Cab, butter 8 Stdesica Details; and State Staged felon NO -9 flat
<br />other derails.
<br />kY HANDICAP RAMP
<br />i
<br />3• r_W- Watts line
<br />NOTE All rade = 4 unless N S - Sanitary Sewer line
<br />otherwise noted G - Gas tins
<br />Depressed letter "W . "S , In
<br />curb to identify service location --
<br />3'-0" 2'-0'
<br />- Vertical Curb as Returns
<br />I #" �•- " Broom Finish
<br />10� R I Level Line
<br />.R T r r
<br />y'
<br />g --T 1 4
<br />-L
<br />Dowels �5 a Dia x 24" spacod 12" o c.
<br />AZ
<br />greased and crapped one aids through
<br />every expansion joint. 6"
<br />r
<br />'Expansion Joint (Typ. )
<br />NOTES:
<br />1) From* 9 Grate shall conform
<br />A to beprovemeni Standard No. C -6
<br />2) Two feel millnem below finished grade
<br />he new development. In existing streets,
<br />may be less !hon 2' with the
<br />ooproval of the Engwner
<br />1 3) 24• pipe borral shol be Class M RC.P
<br />/ or Class 9 A.C. P
<br />Curb and
<br />BOCkfill with m01e11016 equal to Of
<br />Gutter LiM'
<br />Gutter 2
<br />FITTINGS
<br />EP Street R/W
<br />ELEVATION
<br />IV
<br />FOR ADDITIONAL
<br />TAILS SE
<br />rlrwr•n wee Nmp TrunM w»� �
<br />l_-7 �4�
<br />VIEW A -A J! Lip _ 4 See Note I
<br />with 45' --
<br />bevel with ���..;.: -.Y :.:. •:...,.•�� '
<br />chomfer r5
<br />VIEW B -B
<br />I
<br />I•
<br />m.
<br />Appr- or
<br />I Expansion Joint Typical r 4
<br />MIN. \'+ ►.•.1 .. •:.i::..:•: .,.•..:j?'4.i:::y.:;.
<br />\\ 4
<br />�\ GROOVING DETAIL
<br />\ 0
<br />ionoi.C.
<br />ved in o herringbone
<br />'-r
<br />\\ rn Volts 1• groove approa ; gro46ws otad0 M
<br />j) aligned parallel to araewaM
<br />�y, \ stripes. -�
<br />4" Grooves opprox.�'o.C.
<br />♦ R/W
<br />e� \
<br />or
<br />\ ♦ ! Proowty Line
<br />12'
<br />Curb L.ne
<br />GutterLin
<br />Expansion Joint Typical
<br />Face of Cub
<br />NOTES:
<br />D
<br />I. 6' Ramp for 41 r(urb Might and 2% sidewalk slope. For 6" curb height either use s' romp or transition
<br />�T curb Might to 4f frorn expansion pint h p beginneig of ram
<br />T 2. Catch basins and other obstructions, are net to be located within the wheelchair path area.
<br />3. Sao Standard B-4, B- 5, air 0-6 for Cab, butter 8 Stdesica Details; and State Staged felon NO -9 flat
<br />other derails.
<br />kY HANDICAP RAMP
<br />i
<br />3• r_W- Watts line
<br />NOTE All rade = 4 unless N S - Sanitary Sewer line
<br />otherwise noted G - Gas tins
<br />Depressed letter "W . "S , In
<br />curb to identify service location --
<br />3'-0" 2'-0'
<br />- Vertical Curb as Returns
<br />I #" �•- " Broom Finish
<br />10� R I Level Line
<br />.R T r r
<br />y'
<br />g --T 1 4
<br />-L
<br />Dowels �5 a Dia x 24" spacod 12" o c.
<br />AZ
<br />greased and crapped one aids through
<br />every expansion joint. 6"
<br />r
<br />'Expansion Joint (Typ. )
<br />NOTES:
<br />1) From* 9 Grate shall conform
<br />A to beprovemeni Standard No. C -6
<br />2) Two feel millnem below finished grade
<br />he new development. In existing streets,
<br />may be less !hon 2' with the
<br />ooproval of the Engwner
<br />1 3) 24• pipe borral shol be Class M RC.P
<br />/ or Class 9 A.C. P
<br />TMST
<br />BOCkfill with m01e11016 equal to Of
<br />DIMENSIONS
<br />loiter than the existing paverront
<br />FITTINGS
<br />EP Street R/W
<br />B
<br />an wwwwwrw
<br />A
<br />B
<br />/
<br />LINE
<br />Existing Povement
<br />Exist. Ground Future
<br />;
<br />'PAP
<br />221/2-
<br />ILB
<br />C- From 8 Gude
<br />MONOLITHIC BEVEL TYPE _ �� .:` ^.•
<br />CURB 9 GUTTER ;'
<br />7'-0" Min. 24 pDe , •' scc ..
<br />•
<br />4'-0" Minimum (Sidetwok) 12" - 2'-0" Broom Finish - 24" 1.0
<br />Broom Finish s...s �•. li• At Returns • Morter— N = •r
<br />Slope • }" per I' 11 r _ / I" Level Line ,
<br />l0}R w1 1_T
<br />l ss . J i
<br />T•�'• Latera (too ionic)
<br />6" 12 :, ' r Pet • .r
<br />Dowels - 5a, 17dle. It spaced 24" space •":,.• • ' "
<br />12 • o c , greased and wrapped
<br />ono side through every In
<br />expansion joint Class • B" Concre
<br />MONOLITHIC BEVEL TYPE
<br />CURB" GUTTER s SIDEWALK SECTION A -A SECTION B- B
<br />NOTES:
<br />I. Construct enponsion pines p 200' mo>swam W of Rsens,cored Y9he poles,
<br />hydratroo aril delay flood oweaft of sidswNL
<br />2. Tranverse rola. . pie plods des be S@NWWlod 4 12' RtlaSWAM iMerwk.
<br />CURB GUTTER Ela SIDEWALK
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />J NO DATE REVISIONS BY DESIGN _ DRAWN BY APPROVED
<br />' Rev/se 55. 7P. 19
<br />✓une 87 -
<br />SU"ITTED Vi
<br />I RCE � `'sem-f'='�`� DATE �- � � SAN JOApU1N COUNTT DIRECTOR OF PUBLIC WORKS
<br />.- �. • JIB,/N IIEAGGVir�.
<br />SPECIFICATIONS
<br />8 -0 -
<br />PLAN
<br />SECTION A -A
<br />NOTES• 1 Irvwq type grate may be
<br />use as dtemote.
<br />2. arefe stile" fastened to frame
<br />with Is si boot-treafed chats.
<br />SECTION 0-8
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />,fr
<br />wo. z -Cast Iron Frameand Cover
<br />Rohr to Irproverrent Standard
<br />Me. 0-4
<br />ELM
<br />Existing Pavenerd
<br />Or Ground s' sotts
<br />b
<br />6" a S" 1.D PIM /�� ' a ••,.. e
<br />- lr-air ,
<br />. , i ; 6•
<br />Pow od -le-
<br />Place
<br />fen-Pleoe Cotltxees —•.
<br />• •. • sleabs I Cless
<br />•- _-_ _ •9• Cenelele)
<br />I seNshe Of Treaott
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />WON
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-366.661 6
<br />TMST
<br />BOCkfill with m01e11016 equal to Of
<br />DIMENSIONS
<br />loiter than the existing paverront
<br />FITTINGS
<br />EP Street R/W
<br />B
<br />in quality and thickness.
<br />A
<br />B
<br />/
<br />LINE
<br />Existing Povement
<br />Exist. Ground Future
<br />;
<br />-
<br />221/2-
<br />3.-
<br />Meier Box Meier'•.
<br />45•
<br />•-.•,.•: —
<br />430
<br />4'- O"
<br />3'- 0"
<br />I- J
<br />6'F- Compact In 12"max byes
<br />-
<br />-s
<br />a
<br />S'-6
<br />Renown of Ditch
<br />TEE OUTLET
<br />- 0
<br />2 -
<br />TEE OUTLET
<br />4' - 0"
<br />4 -ON
<br />Ur any) i
<br />�� -`"�
<br />-
<br />DEAD END
<br />4' - 0
<br />6°Min. ' to o min. relative compactan
<br />Ir LINE
<br />c
<br />♦
<br />♦ ' Mae .` -
<br />f
<br />(Typ.) of 95%•under pavement and
<br />—d221
<br />'
<br />3'-0'
<br />`.- : Stop
<br />--- �
<br />'. .u-"--
<br />3-0
<br />shoulders, and 90%
<br />430
<br />4 - Go
<br />I
<br />outside shoulders.
<br />TEE OUTLET
<br />connection=
<br />-
<br />_
<br />5-6
<br />'on
<br />DEAD END
<br />dopta
<br />3- 0
<br />_ —
<br />Lcompocl in eenui
<br />S- 6
<br />4- 0
<br />' x 36' Reber with
<br />o -
<br />.loysrs
<br />—
<br />_�%
<br />Connection 2 how clomps 12" apart
<br />>
<br />to a minimum
<br />— relative COmpOtliOn O
<br />Adaptor0•
<br />n'
<br />01 BS %.
<br />Min. over Lwow bottom
<br />Carper 24" MC
<br />mien lir any)
<br />O
<br />stop of
<br />- Compact in 6" layers
<br />to a minimum
<br />10" 0. D. 10" IO"
<br />Service
<br />CIO" (I
<br />or largerMin.
<br />Min relative compaction Min Min.
<br />Double Strap)
<br />0 D.+ 20" Min of 90 %. 0. D.+ 200 Min.
<br />NOTES:`
<br />1.
<br />Plastic pipe up to1�01.1), service stun be ultra high molecular weight (IJHMW)
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi.
<br />2
<br />Plastic pipe for 2" 1. D. service be PB 2110 PolybutyleM or approved
<br />equal with minimum sure of 160 pet.
<br />3
<br />Corporation stop sholl have eorPWOtIOR cock threads.
<br />NOTES.
<br />4.
<br />Angle stop shell hew swivel out and look wings.
<br />I. Relative compaction of is shall M resod by the State California.
<br />S.
<br />Angle stop shalt be vertically ploebod-
<br />f
<br />sting ar 231.
<br />Dept. of Transportation Testing
<br />neat) test method
<br />6.
<br />Sin of service line shall be "required by the County.
<br />a prior too do
<br />2. All existing pavement shall W neatly cul to line pyla to tench excavation.
<br />a
<br />7.
<br />Musllsr testo-tits Conreatlon shelf conform to ASTM Designollon 0 2239.
<br />3 Jelling w ponding reel be permitted wltivn the street Right of way with 3 year bond.
<br />WATER SERVICE
<br />4. t When Blown by soil composition and compoctibility, ninety percent (90%)
<br />compaction may be used, when opproved by the Director of Public Works.
<br />Variable
<br />I'
<br />TYPICAL
<br />TRENCH
<br />DETAIL
<br />Cast Iron Lid
<br />1
<br />mile- Droof, machined
<br />Volvo Box, Frame and Lid 0
<br />FOR ALL STREET sooting our ace
<br />Refer to Improvement Standard No. E-2
<br />Br.ok-Oft
<br />Joint LOCATIONS -
<br />2' above ground 11M! h
<br />••
<br />• �.
<br />a
<br />nD
<br />2" As Concrete\
<br />ii-
<br />Finished Groote
<br />Water
<br />Main`
<br />1
<br />Concrete Anchor Block
<br />t0'j—T
<br />-t ,•,
<br />..
<br />6"r Pipe
<br />Flanged by Ring -Tits Adaptor
<br />Conc. Thrust Black- (As Required) Cone. Thrust Block- I•
<br />Refer to Improvement 6" Flanged or Flanged by Refer to Improvement
<br />Standard
<br />/No. E 3 As
<br />Got* Volvo. Standard No. E-3.
<br />NOTES.Tif co No. 11 Tee or Equal.
<br />I. Fire Hydrants shall be placed with 4" outlet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />3. Fre Hydrants to be American Darling MDdel B-628, Dresser M &H Style 929
<br />"Reliant", Mueller "Ceathbppr
<br />urion" or 'dern Centurion", or approved equal (2-i"
<br />8 1-4" outlets)
<br /># Or other size as required by the local Fire District.
<br />4 All Hydrants sholf be painted OSTIA safety yellow or as
<br />requredby I FIRE HYDRANT
<br />THRUST BLOCK DETAILS
<br />CAST IRON KENO
<br />�1 450 Mas.
<br />• I
<br />P
<br />0.
<br />• y
<br />I• v'�
<br />r TYPICAL SECTION THRU
<br />TEE OUTLET DEAD ENO THRUST BLOCK
<br />• 5 Reba a lap and
<br />TOTES, I All thrust black* shall be pawed
<br />against undisturbed soil and shell
<br />W Class "B" Concrete
<br />2 Titnusl block dimensions vers
<br />Calculated t0 allow a soil
<br />bear"tg valve of 1,000 pounds
<br />per square foal
<br />PERMANENT 11LOW-OFF
<br />THRUST BLOCK DETAILS
<br />WINE COUNTRY
<br />UNIT NO, 1 £n 2
<br />SUBDIVISION IMPROVEMENTS
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Base to be
<br />around Volvo Sox.
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />1. Volvo box and Lid shall be Christy No G5, Brooks NoIRT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured to the Valve Box supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOX
<br />L A 24 3_0",o# 36" illi
<br />_r �_1 •r•x.
<br />MAIN 100E-
<br />Y• R (top) +hep
<br />TYPICAL STREET SIGN
<br />2" ID pipe
<br />MAIN
<br />i
<br />O
<br />a
<br />N
<br />i Street
<br />Sign Location
<br />cw
<br />NOTES.
<br />I. One street sign is required
<br />at each intersection.
<br />2 Block numbers ore to be acquired
<br />from the Sas Joaquin Canty Doped -
<br />mad of Plsrejeng and Building Inspection.
<br />3 See vwoverrent Plans for location
<br />of STOP eight, when ramrod.
<br />4 The lutglh of the Nnet ugh rano
<br />due to the Wath of the street
<br />noire.
<br />Edge of Pavement.
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />ti
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET (2 OF I6
<br />DETAIL SHEET JOB NO.
<br />FSE C_ 627
<br />TMST
<br />MMK
<br />DIMENSIONS
<br />FITTINGS
<br />IA
<br />B
<br />FITTINGS
<br />A
<br />B
<br />6" LINE and 4"On-site
<br />LINE
<br />IW LINE
<br />221/20
<br />1' - 6'
<br />-
<br />221/2-
<br />3.-
<br />21 - 0"
<br />45•
<br />- arOn
<br />430
<br />4'- O"
<br />3'- 0"
<br />90•
<br />-
<br />-s
<br />a
<br />S'-6
<br />4-
<br />TEE OUTLET
<br />- 0
<br />2 -
<br />TEE OUTLET
<br />4' - 0"
<br />4 -ON
<br />DEAD END
<br />-
<br />-
<br />DEAD END
<br />4' - 0
<br />4'- 0
<br />Ir LINE
<br />Ir LINE
<br />—d221
<br />'
<br />3'-0'
<br />3'-0"
<br />450
<br />3-0
<br />-
<br />430
<br />4 - Go
<br />4-0
<br />TEE OUTLET
<br />V -s
<br />-
<br />TEE OUTLET
<br />5-6
<br />4-0
<br />DEAD END
<br />3- s
<br />3- 0
<br />DEAD END
<br />S- 6
<br />4- 0
<br />• 5 Reba a lap and
<br />TOTES, I All thrust black* shall be pawed
<br />against undisturbed soil and shell
<br />W Class "B" Concrete
<br />2 Titnusl block dimensions vers
<br />Calculated t0 allow a soil
<br />bear"tg valve of 1,000 pounds
<br />per square foal
<br />PERMANENT 11LOW-OFF
<br />THRUST BLOCK DETAILS
<br />WINE COUNTRY
<br />UNIT NO, 1 £n 2
<br />SUBDIVISION IMPROVEMENTS
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Base to be
<br />around Volvo Sox.
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />1. Volvo box and Lid shall be Christy No G5, Brooks NoIRT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured to the Valve Box supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOX
<br />L A 24 3_0",o# 36" illi
<br />_r �_1 •r•x.
<br />MAIN 100E-
<br />Y• R (top) +hep
<br />TYPICAL STREET SIGN
<br />2" ID pipe
<br />MAIN
<br />i
<br />O
<br />a
<br />N
<br />i Street
<br />Sign Location
<br />cw
<br />NOTES.
<br />I. One street sign is required
<br />at each intersection.
<br />2 Block numbers ore to be acquired
<br />from the Sas Joaquin Canty Doped -
<br />mad of Plsrejeng and Building Inspection.
<br />3 See vwoverrent Plans for location
<br />of STOP eight, when ramrod.
<br />4 The lutglh of the Nnet ugh rano
<br />due to the Wath of the street
<br />noire.
<br />Edge of Pavement.
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />ti
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET (2 OF I6
<br />DETAIL SHEET JOB NO.
<br />FSE C_ 627
<br />
|