|
0
<br />5u
<br />Jq&2
<br />Expansion Joint 1 I r►A
<br />Wap
<br />' Sidewalk,
<br />A/
<br />2 Gutter
<br />M
<br />iixponsion Joint
<br />� I _
<br />Worp z- Sidewalk
<br />I\ Curb and
<br />I I
<br />Gutter Line -
<br />`7- Gut tw
<br />E A
<br />PLAN
<br />ri Back of Walk -
<br />ELEVATION
<br />5'- 6" 2-'--0"-�
<br />1
<br />THRUST
<br />OKLOCK
<br />DIMENSIONS
<br />I
<br />I
<br />Appma 4 • or
<br />FITTINGS
<br />A
<br />B
<br />--- - - --------
<br />wir-1
<br />Expansion Joint Typical
<br />r1"
<br />■ 4
<br />t
<br />-
<br />�
<br />1' - 6"
<br />MIN.
<br />22 Via
<br />��+--rr
<br />s
<br />by "Driscopips", "Orangeburg" a approved equal
<br />\�
<br />•
<br />i-.
<br />4 •
<br />4i -C'
<br />•�
<br />with minimum pressure rating
<br />of 160 psi.
<br />-6
<br />•
<br />- ' '
<br />4 -
<br />TEE OUTLET
<br />Bockfill with
<br />materials equal to or
<br />1s
<br />T
<br />y`�.
<br />�\
<br />SzR00VING DETAIL
<br />rating of
<br />160 psi.
<br />EP
<br />0
<br />Street R/W
<br />-
<br />better than
<br />the existing pavement
<br />\
<br />Grooved it a herringbone
<br />e
<br />;e - 0"
<br />f \
<br />pattern wnA :• grooves ePDree.
<br />3' - 0"
<br />"-
<br />45'
<br />\
<br />1 1" O.C. ; grooves should be
<br />450
<br />in quality
<br />and thickness.
<br />.•, ?`?
<br />aligned parallel to crosswalk
<br />FOR
<br />ADDITIONAL
<br />DETAILS
<br />SEE SPECIFICATIONS
<br />t" .
<br />-
<br />TEE OUTLET
<br />Future
<br />i
<br />3- 6
<br />3- 0I
<br />Existing Pavement
<br />Grooves app rox."O.C.
<br />Ra W
<br />Motor Box
<br />Mao
<br />s
<br />-t-J
<br />on
<br />bottom ofDitch
<br />-�
<br />Compact In 12" max. layers
<br />o
<br />>i
<br />y /
<br />�,
<br />•(•'�^�-
<br />(6"Min'. '
<br />to o min. relative comedian
<br />t
<br />•�- i Snails
<br />.:�
<br />1
<br />(TYR) -
<br />W 9tS%sunder pavement and
<br />`
<br />`I
<br />1
<br />Connection
<br />shoulders, arld 90%
<br />I
<br />lrwu,tan
<br />RMW Trurrd",
<br />outside shoulders.
<br />�
<br />doptar
<br />Y
<br />--
<br />-'
<br />36" Robot
<br />e
<br />�CompoclInAWRN41.layers
<br />VIEW
<br />_
<br />' Lip��,_ r 6' 4'
<br />A -A 4 Sse NON �I—
<br />1-,a ,
<br />Connection
<br />Adaptor
<br />_�%
<br />with
<br />2 hese clamps 12" apart
<br />>
<br />/
<br />O'
<br />-
<br />to a minimum
<br />- relative compaction
<br />p•
<br />"
<br />N
<br />-
<br />with 45' tde►rf
<br />..
<br />', '
<br />colon
<br />2ll"Min.
<br />Cover below boltorn
<br />C
<br />/0
<br />of 85%.
<br />O'
<br />o
<br />x _
<br />- - 6' 6"- W 14 x W 14 melded woe fabric
<br />bevel with
<br />_ ,.. .r .,yt:�u ;v a-
<br />, �_. ,-,Y•...
<br />�'rr..
<br />Stop
<br />W ditch
<br />(it any)
<br />O
<br />�
<br />"
<br />4 chamfer
<br />22"
<br />Compact in 6 layers
<br />12' Minimum
<br />-- -- -- -- 30 Mm ----- �
<br />1
<br />VIEW B -B
<br />�—
<br />I ea" r.-�
<br />CIO" or largo
<br />Doubt Strop)
<br />10" 0. D. 10 to a minimum
<br />relative compaction
<br />Mn. Min
<br />0 0*20" M of 90X•
<br />10" 0. D. 10'
<br />Min Min.
<br />0 Dip "
<br />Expansion Joint 1 I r►A
<br />Wap
<br />' Sidewalk,
<br />A/
<br />2 Gutter
<br />M
<br />iixponsion Joint
<br />� I _
<br />Worp z- Sidewalk
<br />I\ Curb and
<br />I I
<br />Gutter Line -
<br />`7- Gut tw
<br />E A
<br />PLAN
<br />ri Back of Walk -
<br />ELEVATION
<br />5'- 6" 2-'--0"-�
<br />1
<br />THRUST
<br />OKLOCK
<br />DIMENSIONS
<br />I
<br />I
<br />Appma 4 • or
<br />FITTINGS
<br />A
<br />B
<br />--- - - --------
<br />wir-1
<br />Expansion Joint Typical
<br />r1"
<br />■ 4
<br />ultra high molecular weight ( UHMW )
<br />-
<br />221/2'
<br />1' - 6"
<br />MIN.
<br />22 Via
<br />��+--rr
<br />Polyethylene as manufactured
<br />by "Driscopips", "Orangeburg" a approved equal
<br />\�
<br />•
<br />i-.
<br />4 •
<br />4i -C'
<br />•�
<br />with minimum pressure rating
<br />of 160 psi.
<br />-6
<br />•
<br />- ' '
<br />4 -
<br />TEE OUTLET
<br />" 2. Plastic pipe for 2" I. D. service shall be
<br />PS 2110 Polybutylee or approved
<br />1s
<br />T
<br />y`�.
<br />�\
<br />SzR00VING DETAIL
<br />rating of
<br />160 psi.
<br />l
<br />0
<br />\ 0
<br />-
<br />,.k
<br />corporation
<br />\
<br />Grooved it a herringbone
<br />e
<br />;e - 0"
<br />f \
<br />pattern wnA :• grooves ePDree.
<br />3' - 0"
<br />"-
<br />45'
<br />\
<br />1 1" O.C. ; grooves should be
<br />450
<br />.•, ?`?
<br />aligned parallel to crosswalk
<br />e
<br />4' -
<br />stripes.
<br />t" .
<br />-
<br />TEE OUTLET
<br />\
<br />4 -0
<br />i
<br />3- 6
<br />3- 0I
<br />DEAD END
<br />Grooves app rox."O.C.
<br />Ra W
<br />Curb Line
<br />w
<br />10,
<br />Gutter Line Expansion Joint Typical
<br />NOTES:
<br />1
<br />D
<br />I. 6' Ramp for 4i" furb height and 2% sidewalk Nope. For 6" curb height either use 8' ramp a transition
<br />T curb height to 41" from expansion pie N beginning of ramp
<br />2. Catch basins and other obstructioes are not o be located within the wheelchair path area,
<br />SECTION A -A 3. other
<br />B-4,B-5,ar a-6 far Cwb,60kr & St&MA Details; and Slats SW4wd Plan N8-9 for
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />No
<br />l
<br />NOTE All radio = 3" unNse f., W- Wafer line
<br />4 N S - Stxtifcry Sewer line
<br />otherwise noted G - Gras tine
<br />Depressed letter "W", "S'; ,n
<br />curb to identify service locations --
<br />•
<br />3' 0"
<br />1 0" 2'-0"
<br />1
<br />Vertical Curb a Returns
<br />10 R Broom Finish I"�
<br />�"iv Level Line
<br />n"
<br />L• o io '
<br />r
<br />- Expansion Joint (Typ. l
<br />NOTES:
<br />1) Fromet S Grate shall conform
<br />A to Improvement Standard No. C -6
<br />2) Two fool minimum below finished grade
<br />M Mw development. In existing streets,
<br />may be less !hon r with the
<br />approval of the Engineer
<br />3) 24" pipe beret shall be Class M R C.P
<br />It ✓ or Clan II A.C.P.
<br />-._. s •—_.�_L- n I
<br />I�
<br />SLB �`
<br />Dowels -'S or J Dio x 24" spaced 12.0. c
<br />Wooled and wrapped one sides lhrougA
<br />every expansion joint. 6" Frame S Grate
<br />MONOLITHIC BEVEL TYPE
<br />CURB 9 GUTTER
<br />7'-0" Min.
<br />4'-0" Minimum ( Sidewalk) 12'-.}I�- - 2'-0"—/—
<br />' -0" Broom Finish
<br />Broom Finish soi sir Il�-At Returns
<br />Slose • �° par I' 7 r
<br />I" ,Laver Lina
<br />+ -
<br />ro f ft + a "' f T_ (I �S
<br />o — -ar
<br />- -i fi " I-- 12 "
<br />Dowels- S or f alk. ■ 24' spocad
<br />12" o. c., greased and ,cropped
<br />Ono side through every
<br />expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER G SIDEWALK SECTION A -A SECTION B -B --
<br />NIWES 1
<br />I. :anonvet expansion pints 200 Irmlirranw sod of roo m, around light polo.
<br />mr*wNe ane anter flsea sN"No at eieawak
<br />2. Tpeulvaa wookenee slue• pleas slam be OeaeMaelae A 12' nnasinnun ieervale.
<br />CURB GUTTER 8t SIDEWALK —
<br />SUBDIVISION STREETSexxxxxxxxxon' STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN DRAWN BY APPROVED
<br />or
<br />SUV ITTEO 7C�
<br />RCE DATE %-2I-� SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />-. .. .p 11 r. ,rnpcpr.T
<br />s(
<br />PLAN
<br />( STA
<br />-til- �, ■ e"
<br />THRUST
<br />OKLOCK
<br />DIMENSIONS
<br />xlsnne eve. I
<br />NOTES.
<br />FITTINGS
<br />A
<br />B
<br />--- - - --------
<br />wir-1
<br />- 1. Plastic pipe up to lk" I. D. service
<br />shall be
<br />ultra high molecular weight ( UHMW )
<br />-
<br />221/2'
<br />1' - 6"
<br />- to
<br />22 Via
<br />I 3'- 0"
<br />Polyethylene as manufactured
<br />by "Driscopips", "Orangeburg" a approved equal
<br />\�
<br />•
<br />i-.
<br />- Expansion Joint (Typ. l
<br />NOTES:
<br />1) Fromet S Grate shall conform
<br />A to Improvement Standard No. C -6
<br />2) Two fool minimum below finished grade
<br />M Mw development. In existing streets,
<br />may be less !hon r with the
<br />approval of the Engineer
<br />3) 24" pipe beret shall be Class M R C.P
<br />It ✓ or Clan II A.C.P.
<br />-._. s •—_.�_L- n I
<br />I�
<br />SLB �`
<br />Dowels -'S or J Dio x 24" spaced 12.0. c
<br />Wooled and wrapped one sides lhrougA
<br />every expansion joint. 6" Frame S Grate
<br />MONOLITHIC BEVEL TYPE
<br />CURB 9 GUTTER
<br />7'-0" Min.
<br />4'-0" Minimum ( Sidewalk) 12'-.}I�- - 2'-0"—/—
<br />' -0" Broom Finish
<br />Broom Finish soi sir Il�-At Returns
<br />Slose • �° par I' 7 r
<br />I" ,Laver Lina
<br />+ -
<br />ro f ft + a "' f T_ (I �S
<br />o — -ar
<br />- -i fi " I-- 12 "
<br />Dowels- S or f alk. ■ 24' spocad
<br />12" o. c., greased and ,cropped
<br />Ono side through every
<br />expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER G SIDEWALK SECTION A -A SECTION B -B --
<br />NIWES 1
<br />I. :anonvet expansion pints 200 Irmlirranw sod of roo m, around light polo.
<br />mr*wNe ane anter flsea sN"No at eieawak
<br />2. Tpeulvaa wookenee slue• pleas slam be OeaeMaelae A 12' nnasinnun ieervale.
<br />CURB GUTTER 8t SIDEWALK —
<br />SUBDIVISION STREETSexxxxxxxxxon' STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN DRAWN BY APPROVED
<br />or
<br />SUV ITTEO 7C�
<br />RCE DATE %-2I-� SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />-. .. .p 11 r. ,rnpcpr.T
<br />s(
<br />PLAN
<br />( STA
<br />-til- �, ■ e"
<br />THRUST
<br />OKLOCK
<br />DIMENSIONS
<br />xlsnne eve. I
<br />NOTES.
<br />FITTINGS
<br />A
<br />B
<br />--- - - --------
<br />wir-1
<br />- 1. Plastic pipe up to lk" I. D. service
<br />shall be
<br />ultra high molecular weight ( UHMW )
<br />-
<br />221/2'
<br />1' - 6"
<br />- to
<br />22 Via
<br />I 3'- 0"
<br />Polyethylene as manufactured
<br />by "Driscopips", "Orangeburg" a approved equal
<br />\�
<br />•
<br />i-.
<br />4 •
<br />4i -C'
<br />•�
<br />with minimum pressure rating
<br />of 160 psi.
<br />-6
<br />•
<br />- ' '
<br />4 -
<br />TEE OUTLET
<br />" 2. Plastic pipe for 2" I. D. service shall be
<br />PS 2110 Polybutylee or approved
<br />1s
<br />T
<br />y`�.
<br />DEAD END
<br />equal with minimum pressure
<br />rating of
<br />160 psi.
<br />l
<br />0
<br />On LINE
<br />3 Corporation stop shall have
<br />corporation
<br />cock threads
<br />• '�• 4. Angie stop shall how swivel nut and look wings.
<br />5. Angle stop shall be vertically plinabed.
<br />6. Size of service line shall be as required by the County.
<br />7. Mueller Insto-lits connection shall conform to ASTM Designation D 2239.
<br />SECTION A—A WATER SERVICE
<br />NOTES 1 Ir*7 type grate may be Variable I'
<br />U" as alternate.
<br />2 dole ", Joe fastened to frame
<br />with 18 si beat -treated chain
<br />SECTION B -B
<br />WE a GRATE
<br />STORM DRAIN INLET)
<br />.s.
<br />s �• 2 Cat Iron Frame and Cover
<br />s ► Refer o Improvement Standard
<br />• No. 0-4
<br />Existing Pavement zz
<br />Or Ground floor s 6" Bali
<br />6" a 8" 1. D. Pipe
<br />-1 cr
<br />6• Paced -ha-
<br />In
<br />ht- • . io
<br />/ - - - - Plea. Cater«. —
<br />' - • ' Bleat ( Clot �
<br />Beftera Of Treoalt
<br />TYPICAL LAMPNOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />2 W. ST. , LODI , CALIF. 95240 PH. 209-368- 8
<br />I
<br />Valve Box, Frame and Lid O
<br />Rater to Improvement Standard No. E-2
<br />2" oboes ground line
<br />Water Main Concrete Anchor Block
<br />6"/ Pipe ''•'
<br />Flanged by Ring -Tito Adaptor
<br />Conc. Thrust Block- (As Required) Conic. Thrust Block--"'hJ
<br />Refer to Improvement 6" Flanged or Flanged by Refer to Improvement i
<br />Standard No. E-3 Ring -Tito Gots Volvo. Standard No. E-3.
<br />NOTES Tifco No. II Tee or Equal.
<br />I. Fire Hydrants shall be placed with 44" outlet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free al concrete.
<br />3 Fre Hydrants o be American Darling Model 8-628, Droner M 8i H Style 929
<br />"Reliont", Mueller "Centurion" or "Modern Centurion", or approval equal (2-2%2"
<br />IS 1-4" outlets)
<br /># Or other sloe a required by the local Fire District.
<br />4 All Hydrants shwa be pointed OSHA safety yellow or as
<br />rosixi�by iFIRE HYDRANT
<br />THRUST BLOCK DETAILS
<br />n
<br />CAST IRON BEND
<br />n.
<br />RIGID CONDUIT
<br />r0 Mn.
<br />FLEXIBLE CONDUIT
<br />NOTES.
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be neolly cut to lie prior to trench excavation.
<br />3. Jelling or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4.4 When shown by soil composition and compoctibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />TYPICAL TRENCH 129TAIL
<br />Cost Iron Lid
<br />orate-prool• machined
<br />FOR ALL STREET seating surface
<br />Break -Off Joint LOCATIONS -
<br />e' N '
<br />2" Asphalt Concrete\ n• i -
<br />I. ..I '-Finished Grade
<br />I 45• Mas.
<br />P
<br />• y
<br />II
<br />Cr
<br />I' Min. -i
<br />TYPICAL SECTION THRU
<br />TEE OUTLET DEAD ENO THRUST BLACK
<br />14TES, I All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 T4nel block dimensions were
<br />tolCrrlotod to allow a sat
<br />boating valve of 1,000 pounds
<br />per squoro fool
<br />to 5 Rebor a top and baltem
<br />i
<br />•
<br />Io
<br />f
<br />ELEVATKIN
<br />PERMANENT 111L01N-OFF
<br />THRUST BLOCK DETAILS
<br />I DETAIL ' SHEET
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Boss to be
<br />around Valve Box.
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid Noll be Christy Na G5, Brooks No RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct
<br />size con be used.
<br />_VALVE BOX
<br />1 _2413 . 36„ rase
<br />.MAIN loo E=i
<br />2•R(ryp)
<br />:eD
<br />TYPICAL STREET SIGN
<br />2" 10 pipe
<br />NOTES.
<br />1. One street sign is required
<br />of each intersection.
<br />2 Block nkrrlbon are to be acquired
<br />from the Son Joaquin Canty Depart-
<br />ment of Plartnrg and Building Inspection.
<br />3. See improvement plans fa location
<br />ST of STOP signs, when required.
<br />MAIN 100 E 4The length of the street sign voria
<br />IL due to the Wath of the greet
<br />Inane.
<br />Edge of Pavement,
<br />" Back of Sidewalk
<br />e
<br />f or Bock of Curb.
<br />o
<br />e
<br />N s"a
<br />F.- Street
<br />Sign Location �•
<br />1
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />LAUCHLAND RANCH I SHEET (D 7
<br />����//// Jos NO. 86101
<br />FILE
<br />SUGDIVISION IMPROVEMENTS NO.
<br />6-811
<br />THRUST
<br />OKLOCK
<br />DIMENSIONS
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />wir-1
<br />w8w
<br />6" LINE and 4"CM'Slte LINE
<br />W LINE
<br />221/2'
<br />1' - 6"
<br />- to
<br />22 Via
<br />I 3'- 0"
<br />2'- Cr
<br />45 •
<br />4 •
<br />4i -C'
<br />3'- 0"
<br />900
<br />-
<br />-6
<br />•
<br />5-6
<br />4 -
<br />TEE OUTLET
<br />- 0
<br />2- 0
<br />TfE OUTLET
<br />1 4-00
<br />4- 0
<br />DEAD END
<br />- Of"
<br />r-dw
<br />DEAD END
<br />I 4' - Co"4'-
<br />0
<br />On LINE
<br />120 LINE
<br />211/2 '
<br />;e - 0"
<br />2r- Gr
<br />21 1/1"
<br />3' - 0"
<br />3'- 0"
<br />45'
<br />3 - 0
<br />-
<br />450
<br />-
<br />-
<br />e
<br />4' -
<br />TEE OUTLET
<br />3'-8
<br />-
<br />TEE OUTLET
<br />5 -6
<br />4 -0
<br />DEAD ENO
<br />3- 6
<br />3- 0I
<br />DEAD END
<br />14TES, I All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 T4nel block dimensions were
<br />tolCrrlotod to allow a sat
<br />boating valve of 1,000 pounds
<br />per squoro fool
<br />to 5 Rebor a top and baltem
<br />i
<br />•
<br />Io
<br />f
<br />ELEVATKIN
<br />PERMANENT 111L01N-OFF
<br />THRUST BLOCK DETAILS
<br />I DETAIL ' SHEET
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Boss to be
<br />around Valve Box.
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid Noll be Christy Na G5, Brooks No RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct
<br />size con be used.
<br />_VALVE BOX
<br />1 _2413 . 36„ rase
<br />.MAIN loo E=i
<br />2•R(ryp)
<br />:eD
<br />TYPICAL STREET SIGN
<br />2" 10 pipe
<br />NOTES.
<br />1. One street sign is required
<br />of each intersection.
<br />2 Block nkrrlbon are to be acquired
<br />from the Son Joaquin Canty Depart-
<br />ment of Plartnrg and Building Inspection.
<br />3. See improvement plans fa location
<br />ST of STOP signs, when required.
<br />MAIN 100 E 4The length of the street sign voria
<br />IL due to the Wath of the greet
<br />Inane.
<br />Edge of Pavement,
<br />" Back of Sidewalk
<br />e
<br />f or Bock of Curb.
<br />o
<br />e
<br />N s"a
<br />F.- Street
<br />Sign Location �•
<br />1
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />LAUCHLAND RANCH I SHEET (D 7
<br />����//// Jos NO. 86101
<br />FILE
<br />SUGDIVISION IMPROVEMENTS NO.
<br />6-811
<br />
|