|
Expansion Joint
<br />I
<br />Wap
<br />Sidewalk , A
<br />Gutter 4
<br />6"x 6"- W 14 x W 14 welded wire fabric
<br />-_- - 12' Minimum .
<br />- 30�rMa
<br />iirwmm---- --
<br />r►A
<br />E
<br />PLAN
<br />Joint
<br />Warp - Sidewalk
<br />\ Curb and
<br />Gutter line'
<br />A 12l-01 3'-0"l
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />I I lrwiwt", I Namp TrwYawri
<br />VIEW A- A t " Lip - 40 Note r I
<br />with 45
<br />bevel with �� . :: -.y: ,., .7r 1'. :.a a'o:r•i
<br />chornfer
<br />VIEW B -B
<br />I
<br />I Apps. at
<br />1I" ac
<br />I 1• -
<br />I5. Expansion Joint Typical 4
<br />mA
<br />\ 4ilm
<br />\\ GROOVING DETAIL To
<br />\ 0 Ifi
<br />\ Grooved in a herringbone
<br />\ pattern with 1" grooves approx. "
<br />I #' O.C. ; gro0wes MOMbe
<br />jar aligned parallel to crosswalk
<br />\ strp".
<br />4" Grooves approx..16 O.0
<br />♦ R/W
<br />♦ e� \\
<br />or
<br />P
<br />12' ♦ - `- - - -1 ropsly_LnL -
<br />Back of Walk- -Curb Lits
<br />10'
<br />�` GUtiN LiM
<br />ELEVATION
<br />5'- 6" SII 2'- 0"
<br />I
<br />Slope % per I'_.11
<br />b 0
<br />SECTION A -A
<br />TYPICAL COMMERCIAL DRIVEWAY
<br />�Exponsian Join, Typical
<br />b ♦♦
<br />Face of Curb
<br />Crosswalk
<br />NOTES: I I
<br />I. 6' Ramp for 41' r(urb height and 2% sidewalk elope. Far 6" curb height either use 6' ramp N transition
<br />curb height to 41" from aponsion pint to beginning of ramp.
<br />2. Catch basins ofd other obabucttsa are not to be located within the wheelchair path area.
<br />3. Sae Standord B -4.9- S, or B- 6 for Curb, Better a Sudettto* Details; ane Stats Standard Plan NO -5 for
<br />other details.
<br />HANDICAP RAMP
<br />l
<br />" W - Water line
<br />NOTE All rade 4 unless ry S_ Sanjtary $elder line
<br />otherwise noted G - Gas line
<br />Depressed letter "W", "S'; in
<br />curb to identify eervlq locations
<br />Vertical Curb at Returns
<br />Broom Finish10j"R I" -�Lwel Line
<br />1r•
<br />p v • ••• ".. N -w
<br />• o
<br />L - ---LL
<br />Dowels- N Dio a 24" spaced 12"oc.
<br />greased and wrapped one side through
<br />every oxponsian joint. 6'
<br />MONOLITHIC BEVEL TY
<br />CURB 8 GUTTER
<br />7'-0" Min.
<br />Mlnlmum (Sidewlk 1 122' -0" Broom Finis
<br />Broom Finishse.Wei.. I - rAt Reswne
<br />Slope • i ale I' 11 r 1 --�
<br />Let
<br />T- IO1 10 • T41�
<br />♦'o i T
<br />a +.. -�L
<br />s" I--- Iz"
<br />Dowels 'S of 1"da , 24" spaced
<br />12"a c, vreaew and wrapped
<br />Po ane side through every
<br />expansion )amt MONOLITHIC BEVEL TYPE
<br />CURB• GUTTER S SIDEWALK
<br />NOTES:
<br />I. Oleteeruct expansion joaft ® 200' WARiNNO OW d rMrts, straur,d fight Paas,
<br />hybon% and other M«m flmw • el ttibwNr
<br />2. Trartew►ee risekease state jekde elves M esaeleesesd A 12'
<br />WAR& un W40r"W.
<br />CURB GUTTER FA SIDEWALK
<br />SUBDIVISION STREETS
<br />r
<br />-
<br />t
<br />as s pips or wrvup o o y y one or approve
<br />160
<br />ErEw.
<br />f� •
<br />i
<br />�z
<br />1
<br />.aloueeeeew�rw .t,essesl•ef•
<br />3.
<br />IeN�_,
<br />Ground
<br />J
<br />Future ;
<br />WAR& un W40r"W.
<br />CURB GUTTER FA SIDEWALK
<br />SUBDIVISION STREETS
<br />r
<br />-
<br />t
<br />as s pips or wrvup o o y y one or approve
<br />160
<br />ErEw.
<br />f� •
<br />Street R/ W
<br />equal with minimum pressure rating of psi.
<br />1
<br />.aloueeeeew�rw .t,essesl•ef•
<br />3.
<br />IeN�_,
<br />Ground
<br />0 ;�
<br />I
<br />Future ;
<br />Angle stop sholl how swivel out and look wings.
<br />(
<br />Motor Box
<br />Moler
<br />Angle stop shall be vertically plwbad_
<br />Expansion Joint (Typ. )
<br />NOTES:
<br />1) Fame 8 Grate shall conform
<br />A to knerovement Standard No. C -6
<br />2) Two fool maim in below finished grade
<br />M new development. In existing streets,
<br />may be lose than 2' with the
<br />ooproval of the Engineer
<br />3r 24" pipe barrel slal be Class M RC.P
<br />or Cass X A. C. P.
<br />I LED
<br />- - �- Frome S Grote
<br />STANDARD STORM DRAIN INLET
<br />to
<br />22"-
<br />20"
<br />x20" —
<br />no.
<br />IF
<br />s�
<br />PLAN
<br />Service
<br />Clomp (1" or lager
<br />Double Strop)
<br />�-(rl-jF ■ 2'
<br />Y•xniiM eeNr NOTES'
<br />-------- --------- I. Plastic pipe uptol;CI.D. service shall be ultra high molecular weight (UHMW)
<br />F2 M- Polyethylene as manufactured by "D►Iscopips", "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi.
<br />\� i • " • •� 2 PIi
<br />11
<br />tf 2" I D sh II De PB 2110 P I but I d
<br />-
<br />-
<br />t
<br />as s pips or wrvup o o y y one or approve
<br />160
<br />ErEw.
<br />f� •
<br />Street R/ W
<br />equal with minimum pressure rating of psi.
<br />1
<br />/
<br />3.
<br />Corporation stop shoal have corporation cock threads.
<br />Ground
<br />0 ;�
<br />I
<br />Future ;
<br />Angle stop sholl how swivel out and look wings.
<br />(
<br />Motor Box
<br />Moler
<br />Angle stop shall be vertically plwbad_
<br />• •, '
<br />9 1-4" outlets)
<br />R
<br />Sin of service line shall be as required by the County.
<br />\�
<br />Bottamof Ditch j
<br />7.
<br />{I
<br />`
<br />lit
<br />\\ wry)
<br />r Ar4W
<br />�_--'//^
<br />�'; .... -J �.
<br />,n C M'n.
<br />7
<br />. Stoop.�-
<br />1
<br />(Type.)
<br />WTTE3:
<br />_-
<br />..._
<br />Variable 1'
<br />85 %.womIg
<br />Camoeflon
<br />Compact in 6" layers
<br />alogia
<br />" to a minimum
<br />to
<br />Y
<br />n.
<br />with 19 XJ hsof-tToaled chats
<br />Min. Min
<br />a
<br />0
<br />Min of 90%.
<br />'
<br />�■ 36' Robot with
<br />g
<br />Connection
<br />- Adopter
<br />__
<br />2 hoclampo 12" opart
<br />1w
<br />,
<br />45•
<br />4'-6
<br />4-0
<br />CNparoften
<br />24' Min.
<br />Cover Mew bottom
<br />Otorpor
<br />Stop
<br />of ditch
<br />(if any)
<br />O --L—
<br />Service
<br />Clomp (1" or lager
<br />Double Strop)
<br />�-(rl-jF ■ 2'
<br />Y•xniiM eeNr NOTES'
<br />-------- --------- I. Plastic pipe uptol;CI.D. service shall be ultra high molecular weight (UHMW)
<br />F2 M- Polyethylene as manufactured by "D►Iscopips", "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi.
<br />\� i • " • •� 2 PIi
<br />11
<br />tf 2" I D sh II De PB 2110 P I but I d
<br />-
<br />-
<br />i 11
<br />as s pips or wrvup o o y y one or approve
<br />160
<br />-h A T
<br />f� •
<br />in quality
<br />equal with minimum pressure rating of psi.
<br />1
<br />•
<br />3.
<br />Corporation stop shoal have corporation cock threads.
<br />I. Fire Hydrants shall be placed with #4" outlet facing
<br />0 ;�
<br />I
<br />4.
<br />Angle stop sholl how swivel out and look wings.
<br />(
<br />29'f
<br />5.
<br />Angle stop shall be vertically plwbad_
<br />• •, '
<br />9 1-4" outlets)
<br />R
<br />Sin of service line shall be as required by the County.
<br />_ — —
<br />— shoulders, and 90%
<br />7.
<br />Mueller Into -tits connection shote conform to ASTM Designation D 2239.
<br />outside shoulders.
<br />SECTION A—A
<br />Trerslu
<br />WATER SERVICE
<br />i�
<br />LAMPHOLE
<br />INSTALLATION
<br />'-0
<br />WTTE3:
<br />I. IrMaq type pate may be
<br />O
<br />Variable 1'
<br />85 %.womIg
<br />aNd as aNNnate.
<br />64-00
<br />Compact in 6" layers
<br />2. Orem fostoaed to trams
<br />" to a minimum
<br />to
<br />;
<br />n.
<br />with 19 XJ hsof-tToaled chats
<br />Min. Min
<br />00 t 20"
<br />Min of 90%.
<br />0 0 2• M'
<br />2'-D"
<br />I �
<br />SECTION 9-8
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Iran Frame Grid Cow
<br />to Improvement Standard
<br />D-4
<br />Existing Pan win&
<br />Or Ground
<br />i• 0,6 Bann
<br />i 11
<br />better than
<br />the existing pavement
<br />Cone. Thrust Block • li�
<br />in quality
<br />and thickness.
<br />6" or B" I.D Pipe .rrr
<br />•
<br />�•
<br />w6w
<br />I. Fire Hydrants shall be placed with #4" outlet facing
<br />100 LINE
<br />. b • (b
<br />• -�/' 'f!6"
<br />-
<br />_ -
<br />Pound - a-
<br />Play comem
<br />• ip
<br />• •, '
<br />9 1-4" outlets)
<br />Bleako (Chas
<br /># Or other sae as required by the local Fire District.
<br />_ — —
<br />— shoulders, and 90%
<br />mans
<br />I•Mu•d lefts
<br />outside shoulders.
<br />Betleeu Of
<br />Trerslu
<br />— Com loci in aernax. layers
<br />TYPICAL
<br />LAMPHOLE
<br />INSTALLATION
<br />'-0
<br />TYPICAL
<br />SANITARY SEWER DETAILS
<br />Wal
<br />I
<br />Volvo Box, Frame and Lid
<br />o Improvement Standard No. E-2
<br />2" above ground line
<br />Concrete Anchor Btock7
<br />Bockfill with
<br />materials equal to or
<br />Flanged by Ring -Tile Adaptor
<br />better than
<br />the existing pavement
<br />Cone. Thrust Block • li�
<br />in quality
<br />and thickness.
<br />Standard No. E-3 Ring -Tits Gate Volvo.
<br />Standard No. E-3.
<br />Existing Pavement
<br />w6w
<br />I. Fire Hydrants shall be placed with #4" outlet facing
<br />100 LINE
<br />. b • (b
<br />JJ
<br />6i- Compact In 12" mot Ayers
<br />I' - 6"
<br />3 Fre Hydrants to be Amencon Darling Model B-620, Dresser M a H Style 929
<br />to o min. relative earnpactoon
<br />approved equal 12-2i�e"
<br />9 1-4" outlets)
<br />of 95%ounder povement and
<br /># Or other sae as required by the local Fire District.
<br />_ — —
<br />— shoulders, and 90%
<br />— — — -
<br />I•Mu•d lefts
<br />outside shoulders.
<br />— — —
<br />— -
<br />— Com loci in aernax. layers
<br />DETAILS
<br />_
<br />— to a minimum
<br />'-0
<br />O
<br />— relative compaction
<br />O
<br />jof
<br />85 %.womIg
<br />0
<br />64-00
<br />Compact in 6" layers
<br />o. D.
<br />" to a minimum
<br />to
<br />. "
<br />to o. D. to
<br />n.
<br />Min relative compaction
<br />Min. Min
<br />00 t 20"
<br />Min of 90%.
<br />0 0 2• M'
<br />RIGID CONDUIT
<br />0 n.
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />I. Relative compaction of materials shall be tested by the Stole of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 ov 231.
<br />2. AN existing pavement shall be neatly cul to Iib prior to trench excavation.
<br />3 Jailing or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4. i When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />TYPICAL TRENCH DETAIL
<br />Cost Iron Lid
<br />SSZ7mels-prool, machined
<br />FOR ALL STREET sealing sur1loce
<br />Brook -Off Joint LOCATIONS -
<br />1 •" 14 " •"
<br />; 70 a Asphalt Concrete\ III l"
<br />-Finished Grade
<br />lCr PF
<br />�_� 6"r Pipe
<br />'
<br />Flanged by Ring -Tile Adaptor
<br />DIMENSIONS
<br />Cots. Thrust Block- ( As Required)
<br />Cone. Thrust Block • li�
<br />Refer to Improvement 6" Flanged or Flanged by
<br />Refer to Improvement
<br />Standard No. E-3 Ring -Tits Gate Volvo.
<br />Standard No. E-3.
<br />NOT Tifco No. 11 Tee or Equal.
<br />w6w
<br />I. Fire Hydrants shall be placed with #4" outlet facing
<br />100 LINE
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />I' - 6"
<br />3 Fre Hydrants to be Amencon Darling Model B-620, Dresser M a H Style 929
<br />"Reliant". Mueller "Centuriort" or "Modern Centurion".. or
<br />approved equal 12-2i�e"
<br />9 1-4" outlets)
<br />43•
<br /># Or other sae as required by the local Fire District.
<br />- do
<br />4 All Hydrants shall be pointed OSHA safety yellow or
<br />as
<br />I•Mu•d lefts
<br />90•
<br />FIRE HYDRANT
<br />-{
<br />THRUST BLOCK
<br />DETAILS
<br />CAST IRON BE
<br />45• Max.
<br />P .:
<br />.y
<br />oi[c
<br />/•'� I' Min. -i
<br />f TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLACK
<br />IQM- I All thrust blocks shall be pound
<br />against undisturbed soil and shoe
<br />be Cass "e" Concrete
<br />2 TAruet block dimensions Were
<br />Calculated to allow a soil
<br />bearvp voles of 1,000 pounds
<br />per square foo.
<br />• 5 Rebar e top and bottom
<br />D4="
<br />it
<br />•
<br />0
<br />ELEVATK>tl
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Bose to be
<br />around Volvo Box.
<br />Concrete Bass not
<br />necessary when Volvo
<br />Box is located in back
<br />M of sidewalk.
<br />NOTES:
<br />I. Volvo box and Lid Noll be Christy Na G5, Brooks Not. IRT or 4 -TT, N equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions Noll be as manufactured for the Volvo Box supplied or Pipe of correct
<br />site con be used.
<br />VALVE BOx
<br />24y0""1 N_ 36"
<br />-'1_ '.i.
<br />MAIN iooE NK i-
<br />2• It (type) —f
<br />mle.
<br />TYPICAL STREET SIGN
<br />NOTES.
<br />I. One street sign is required
<br />at each intersection.
<br />2 Block numbers we to be acquired
<br />from the Son Joaquin Canty Depart -
<br />mord of Planning and Building Inspection.
<br />3. See improvement plans for location
<br />ST of STOP signs. when required.
<br />MAIN loo E 4The lerugth of the street sign vies
<br />due to the Woh of the street
<br />name.
<br />Edges of Pavement.
<br />Back of Sidewalk
<br />° or Bock of Curb.
<br />>E
<br />o
<br />w
<br />o
<br />in iit
<br />i Street
<br />Sign Location Ile
<br />I
<br />2" ID1 C°
<br />pipe i4 STREET SIGN POST
<br />LOCATION DETAIL
<br />o�� n
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />NO
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />DESIGN ..-• DRAWN Br ,..._.._.
<br />y� � � ..�--'
<br />�''' • % °`"� %"�"". •-
<br />APPROVED
<br />I9
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />I NAN
<br />w6w
<br />6" LINE and 4"On-site LINE
<br />100 LINE
<br />2 2 I/ '
<br />I' - 6"
<br />- 6"
<br />22 1 •
<br />3' - 0'
<br />2' - 0"
<br />43•
<br />-
<br />- do
<br />450
<br />4'- 0"
<br />3'-0'
<br />90•
<br />-
<br />-{
<br />9 •
<br />3'-6
<br />4-C
<br />TEE OUTLET
<br />'-0
<br />-
<br />TEE OUTLET
<br />4 - 0'
<br />4 - 0
<br />DEAD END
<br />-dr-
<br />64-00
<br />DEAD END
<br />B LINE
<br />12m LINE
<br />Z31/ "
<br />2'-0"
<br />2'-D"
<br />221/ "
<br />3'-0"
<br />3'-0"
<br />45•
<br />3-0-
<br />r-ir
<br />45•
<br />4'-6
<br />4-0
<br />— •
<br />_
<br />•
<br />_
<br />4,_ Or
<br />TEE OUTLET
<br />3'-6
<br />-
<br />TEE OUTLET
<br />S -6
<br />4 -O
<br />DEAD END
<br />3 -6
<br />3- 0
<br />DEAD END
<br />1 S- 60
<br />4- 0
<br />IQM- I All thrust blocks shall be pound
<br />against undisturbed soil and shoe
<br />be Cass "e" Concrete
<br />2 TAruet block dimensions Were
<br />Calculated to allow a soil
<br />bearvp voles of 1,000 pounds
<br />per square foo.
<br />• 5 Rebar e top and bottom
<br />D4="
<br />it
<br />•
<br />0
<br />ELEVATK>tl
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Bose to be
<br />around Volvo Box.
<br />Concrete Bass not
<br />necessary when Volvo
<br />Box is located in back
<br />M of sidewalk.
<br />NOTES:
<br />I. Volvo box and Lid Noll be Christy Na G5, Brooks Not. IRT or 4 -TT, N equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions Noll be as manufactured for the Volvo Box supplied or Pipe of correct
<br />site con be used.
<br />VALVE BOx
<br />24y0""1 N_ 36"
<br />-'1_ '.i.
<br />MAIN iooE NK i-
<br />2• It (type) —f
<br />mle.
<br />TYPICAL STREET SIGN
<br />NOTES.
<br />I. One street sign is required
<br />at each intersection.
<br />2 Block numbers we to be acquired
<br />from the Son Joaquin Canty Depart -
<br />mord of Planning and Building Inspection.
<br />3. See improvement plans for location
<br />ST of STOP signs. when required.
<br />MAIN loo E 4The lerugth of the street sign vies
<br />due to the Woh of the street
<br />name.
<br />Edges of Pavement.
<br />Back of Sidewalk
<br />° or Bock of Curb.
<br />>E
<br />o
<br />w
<br />o
<br />in iit
<br />i Street
<br />Sign Location Ile
<br />I
<br />2" ID1 C°
<br />pipe i4 STREET SIGN POST
<br />LOCATION DETAIL
<br />o�� n
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />NO
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN ..-• DRAWN Br ,..._.._.
<br />y� � � ..�--'
<br />�''' • % °`"� %"�"". •-
<br />APPROVED
<br />I9
<br />BAUMBACH & PIAZZA
<br />CIVIL [NOIN[[RS — SURV[YOR3
<br />WOODBRIDOE GREENS
<br />DETAIL SHEET
<br />SHEET OF 8
<br />Joe No. B�9a-z
<br />.s`
<br />RCE DATE �.'i�a"t�!
<br />323 W. ELM ST , L001 , CALIF. 93240 PM. 209.368-661 8
<br />�
<br />-
<br />SAN JOAOUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />
|