|
Expansion Joint
<br />I
<br />Sidewalk
<br />C�
<br />•� Gutter
<br />Warp ,
<br />C_
<br />a
<br />6"x 6" - W 1 4 x W 1 4 welded wire fabric
<br />12' Minimum_
<br />- - - --- - 3O-.,r-Maiimum - — - - - -•
<br />rom-A
<br />„ R Variable
<br />-
<br />i
<br />PLAN
<br />s t
<br />UP
<br />-
<br />FO R ADDITIONAL DETAILS SEE S P E C I F I CATIONS Exist. Ground Street R/1N
<br />Future i
<br />alter, sox Motor �
<br />s
<br />Bottom of pitch f _
<br />� (lf aryl � - �:....:...
<br />G �.
<br />rl`
<br />3' -i' — 4' -- S
<br />�1rW10111mn
<br />C� ion
<br />j kanW Trwwaii:iE 1
<br />1
<br />`�
<br />�=
<br />"� x 36" Reber with
<br />VIEW A- A � " Lip
<br />4
<br />See Note r I
<br />4`
<br />L•'
<br />- , Adaptor ��
<br />'
<br />2 hose clamps 12" apart
<br />with 450 _
<br />�_
<br />,
<br />E
<br />Corporation
<br />24• Min. Covet taiow
<br />ttottgrri
<br />bevel with
<br />be
<br />; .; .�.;:.; .T..•, .ir1''..,:r.+::'
<br />stop
<br />of ditch (if any)
<br />4 chamfer
<br />�— Y2
<br />Service
<br />?a"
<br />CIO" (l" or lager
<br />vlEw e - e
<br />It .-
<br />r
<br />Double Strap)
<br />I
<br />3■
<br />-1Z}-j x z"
<br />I
<br />AppiWoi
<br />M■cMM @bets
<br />NOTES:
<br />1. Plastic pipe up to IX" I. D. service
<br />shall be ultra high molecular
<br />weight (UHMW )
<br />5'
<br />Expansion
<br />Joint Typical 4
<br />______
<br />__-
<br />-
<br />y
<br />Polyethylene as manufactured
<br />•
<br />• with minimum rating
<br />by "Drlscopips", "Orangeburg" or approved equal
<br />of 160
<br />--
<br />�1
<br />�- l
<br />pressure
<br />psi.
<br />MIN.
<br />\
<br />>�,�.•+'-'..:+ !,�.
<br />..�
<br />+-
<br />/
<br />• '
<br />`
<br />2. Plastic pipe for 2" I.D. service shall be PB 2110 Polybutylsne or approved
<br />:...,�..
<br />t� :`r:`:
<br />tT
<br />A
<br />�•
<br />A r TM
<br />--
<br />I with minimum
<br />equal pressure
<br />ratio of 160 psi.
<br />q
<br />`
<br />'
<br />{�
<br />•I
<br />3 Corporation stop sholl have
<br />or coca~ threads.
<br />bockfill with
<br />materials equal to or
<br />better than
<br />the existing pavement
<br />in quality
<br />and thickness.
<br />Existing Pavement
<br />•
<br />.
<br />JJ
<br />•
<br />:6 ... •:. • .
<br />6'I•� Compact In 12" mot. laylion
<br />to a min. relative eomp
<br />(T y P.)
<br />of 95vundsr powmen
<br />ahoulders, and 90%�
<br />-
<br />- — —
<br />--
<br />outside *tinders.--
<br />—
<br />-
<br />"�
<br />Compact in P4"mox laye
<br />to a minimum
<br />p
<br />relative compactionCY
<br />p
<br />/0.
<br />of
<br />Compact in 6" layers
<br />i
<br />-
<br />,.
<br />Id' 0. D.
<br />t0 "
<br />to a minimum
<br />0. D. l0"
<br />Min.
<br />Min
<br />relative compaction
<br />imir Min.
<br />t w
<br />of 90 %.
<br />"
<br />0. 0. 20 Min.
<br />RIGID CONDUIT
<br />0. D. + 20 Mon.
<br />FLEXIBLE CONDUIT
<br />9 NOTES:
<br />\980VING DETAILlJ 6-1 4. Angie stop shall how swivel mot and Iwk wings.
<br />\ 0 - 1 1 ss " 1 5. Angle stop shall be vertically pivab*4- I. Relative compaction of materials shall be tested by the Stole of California,
<br />Grooved in a herringbone -o« 6Sits of service line shall be as required by the County. Dept. of Transportation Testing Manual, test method No California 216 at 231.
<br />pattern with 4" grooves approx. "_' , a a 7. Mueller into -tits aunewctbn sholl conform to ASTM Designatlan D 2239. 2. AN existing pavement shall be neatly cut to line prior to trench sitcovation,
<br />I O.C. , grooves should be / 3J Jailing or ponding will be p � - rig permitted within 1M street Right of Way with 3 year bond.
<br />.j`� aligned parallel to crosswalk / SECTION A- A WATER SERVICE
<br />4. When shown by soil composition and compoctibility, ninety percent (90X )
<br />\ \ stripes. �` , �' \ , compaction may be used, when approved by tits Dirsetor of Public Works.
<br />NUIE3: I Irwr+q type grate may be Variable I'
<br />±" Grooves approx. 4' 0-C. s wtedi as oMenwte.
<br />r Z Qrah M"�e feetowal to from• , s _WPICAL TRENCH DETAIL
<br />R/W with Is s#al M-fTeeiled chats. Cost Iron Lid
<br />e� \ or
<br />I
<br />ProEVEX1L-9- PL A N
<br />Boni of Walk- -curb Line
<br />Gutter Line
<br />ELEVATION
<br />*a?
<br />4,
<br />Expansion Joint Typical
<br />ea �
<br />Face of Curb
<br />2'- O"
<br />T 1" NOTES: Crosswalk
<br />Slope %4` per I', _ ..�
<br />'— I. 6' Romp for 4'in rlurb height and 2•/fi sidewalk elope. For 6" curb Might either use 9' ramp Or transition
<br />curb height to 4i" from expansion pint to beginning of romp.
<br />2. Catch basins and other abWoctioas are not to be ioco%d within the whesldtar Path area.
<br />SECTION A— A 3. Sao � 6 -4, s- 3, or B- 6 far C", Wier alSr bm% Details; and Stets Standard Plan NO-0 far
<br />otherTYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />" W - Water lino
<br />NOTE All rode = 4 unless S - SEtitMfa(r Sewef tin*
<br />otherwise noted N G -Gas line
<br />Depressed letter "W", "S", in
<br />curb to identify service locations ----
<br />.-
<br />e ,
<br />3' - 0" ,
<br />I'- ON 2'- 0-
<br />Vertical Curb at Returns
<br />1" r llroom Finish w
<br />10� R - 1 - 1 V Level Line
<br />fit w
<br />e �_,, . " • .. tow„
<br />Dowels-•5 or"Die x 24" spored 12" a c.
<br />greased and wrapped one side Ihrough
<br />every expansion joint. 6r
<br />A
<br />"Expansion Joint
<br />Worp Sidewalk ,
<br />\ Curb and
<br />Gutter Line
<br />�- Gutter 2 —
<br />-0 31-Or
<br />2J_ Ow
<br />Exponelon Joint (Typ. )
<br />B
<br />NOTES:
<br />1) From* B Grate shall conform
<br />A to tosiprov*n►enf Standard No. C -6
<br />lul I I 2) Two feet minimum be4ow finished grade
<br />1 In new development. In existing streets,
<br />may be less ',horn V with the
<br />approval of the Engineer
<br />-3) 24' pipe barrel shall be Class M R C.P
<br />4 or Close X A.C. P.
<br />-- rranie ail Grote �
<br />PL
<br />MONOLITHIC BEVEL TYPE - s"
<br />CURB 9 GUTTER - �: •
<br />7 -0 Min. . • '
<br />.• 24" pipe
<br />4'-0" Minimum (Sidewalk) 128o _ •
<br />- 2 0r Broom Finish •" - 24" 1.1101
<br />Broom Finish S.wNLM I�w --Al Returns ' .. •. -'r
<br />a
<br />Sf_op* • �" over I I 1" Level Line • Mortar Z r
<br />tie
<br />a 1 j
<br />" ° J - ♦ __ LotRra i
<br />(Kf0 miri
<br />612 ih
<br />� Q1oetM S�po •
<br />Dowels- S or dIo x 24" spaced •
<br />■
<br />a c., greased and wrapped •
<br />09 one side through every
<br />expansion joint 'o
<br />MONOLITHC BEVEL TYPE Q OH'sjp`Class loan Concrete
<br />LAM GUTTER S SIDEV ALK ` �: ���RY Flq��� ��c
<br />SECTION A —A W=10N B- 4
<br />NOTES.
<br />I. Caminict expansion
<br />joint's 0 200' isssuilmten MW at rsow , WWMd light pobn,
<br />;�
<br />No. 19638
<br />hy&4ftk oar a*At
<br />tlmW ob*ft el sirawalf<
<br />�F Exp.9.30-89
<br />2. Trsnswres weekwAW
<br />##terse iows ststa I * &NNA cased A& 12'
<br />s
<br />rnaeYrn@n xrAerrale • \!Cl V I L Q./
<br />9jf OF CA10.
<br />CURB GUTTER SIDEWALK
<br />' `� ° SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />¢�
<br />W
<br />�b
<br />L 84" uol -- I
<br />SECTION 9-9
<br />FBAME & GRi%TE 1111111111P
<br />(STANDARD STORM DRAIN INLET)
<br />kiiA
<br />1ii.� �.a.►. el J.
<br />.''
<br />a , •
<br />Z Cast Iron From and Cover
<br />x Rehr to innprovement Standard
<br />No. 0-4
<br />3'-0"�I
<br />Existing Povenwil V_0"�
<br />Or Ground IA .160 13dH -
<br />nr,��v
<br />6ror ON i. D Pipe 6// ' ' :. fD
<br />' 6' PM— - In - • • s i0
<br />Plops Cotsorels
<br />9leatis (Clam
<br />loan C41 encnM)
<br />Settles•# Of Treash ' T
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />Volvo Box. Frame and Lid 0 Odle- proo, machined
<br />FOR ALL STREET seating our ace
<br />Refer to Improvement Standard No. E-2
<br />Bread -Off Joint LOCATIONS--
<br />2"above ground line
<br />' 60 a Asphalt Concrete
<br />• •, • .'••:•' \ r I lit" -Finished Grade
<br />Water Main Concrete Anchor Bloch 1O"[�
<br />.�
<br />6,0 pipe
<br />Flanged by Ring -Tito Adaptor
<br />Cont. Thrust Black- (As Required) Conic. Thrust Block • 1�-1
<br />Refer to Improvement 6" Flanged or Flanged by Refer to Improvement ivFOR FF
<br />Standard No. E-3 Ring -Tito Gals Valve. Standard No. E-3. LOCATIONS
<br />Tifco No. 11 Tee or Equal.
<br />N T Concrete Base to be
<br />1. Fire Hydrants sholl be placed with +4" outlet focing Extensions around Volvo Box.
<br />directly towards the street. Concrete Rose not
<br />necessary when Wire
<br />2 Fire Hydrants shall be clean and free of concrete. Soo is located in back
<br />3 Fin Hydrants to be Amencon Darling Model B-62B, Drsssor M 8 H Style 929 of sidewalk.
<br />"Reliont", Musiler "Cenfurion" or "Modern Centurion`,. or approved equal i2-2f/e"
<br />A 1-4" outlets)
<br /># Or other site ae required by the local Fire District.
<br />4 All Nydranls @Moll be painted OSHA safety yellow or as
<br />nsquired by laaal Fri -FIRE _ . HYDRANT
<br />NOTES:
<br />I. Volvo box and Lid shall be Christy Na G 5, Brooks No. I 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 sholl be as manufactured far the Volvo Boil supplied or Pipe of correct
<br />size can be used.
<br />43• Max. � VALVE Box
<br />,� * 24 30"�. 36,.
<br />• ,3, _ -
<br />•
<br />MAIN goo
<br />I' TYPICAL SECTION THRU � I r �
<br />CAST IRON BENS TEE OUTLET_ E LA
<br />ENO THRUST BLOCK
<br />"' z R (�fv)
<br />TYPICAL STREET SIGN
<br />THRUST
<br />KOCK
<br />DIMENSIONS
<br />FITTINGS
<br />I NJC
<br />0
<br />FITTWOS
<br />A
<br />080
<br />d" LINE and 4"On-site
<br />LINE
<br />le LINE
<br />2 2 I/ '
<br />1' - 6n
<br />- i'
<br />2I i •
<br />45 •
<br />- do
<br />450
<br />4'- 0"
<br />3'- ON
<br />900
<br />-$
<br />9 •
<br />V - Go
<br />4-0
<br />TEE OUTLET
<br />- 0
<br />- Cis
<br />TEE OUTLET
<br />4 - 0"
<br />4 -0
<br />DEAD END
<br />-
<br />DEAD END
<br />4` - 0
<br />4' - 0
<br />Ir LINE
<br />120 LINE
<br />22 1/ '
<br />2' - 0"
<br />2'- Oe
<br />22 I/ '
<br />3` - O"
<br />3'- ON
<br />45•
<br />3'- 0
<br />F-Ir
<br />430
<br />TEE OUTLET
<br />V- 6
<br />TIEE OUTLET
<br />5- Go
<br />4- O
<br />DEAD END
<br />3- i
<br />3- 0
<br />DEAD END
<br />IOTES' I All thrust blocks shall be pound
<br />against undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 T'iruH block dimensions were
<br />colaioled to allow a soil
<br />beorifrq value of I,OuO pounds
<br />per Square foot
<br />• 5 Re bar a top ow bottom
<br />D♦!' +
<br />!o
<br />t
<br />P
<br />THRUST BLOCK DETAILS
<br />NOTES:
<br />I One street sign is required
<br />at each intersection.
<br />2 Block numbers are to be acquired
<br />tram the San Joaguln Comfy Deport-
<br />rrteM of Planning and Building Inspection.
<br />3. See improvement plans for location
<br />ST of STOP eigns, when required.
<br />MAIN 100 E 4 The ktngth of the @$test sign varies
<br />due to the Istrtglh of the street
<br />ram.
<br />Edgs of Pavement,
<br />„ Back of Sidewalk
<br />° or Back of Curb.
<br />O
<br />v
<br />i- Street
<br />Sign Location
<br />Xtt
<br />2" ID pips If
<br />i� STREET SIGN POST
<br />LO ATDETAIL
<br />C
<br />f�
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />NO
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN. DRAWN all -
<br />-
<br />N_ . �r
<br />APPROVED
<br />19
<br />BAUM BAC H & PIAZZA -
<br />CIVIL ENGINEERS — SURVEYORS
<br />WOODBRIDGE GREEDS
<br />UNIT NO 2
<br />E E T
<br />DE TA I L SHEET
<br />SttEET(F�) OF
<br />Joe No.8994-z
<br />MITTED
<br />,5
<br />DATE ° "
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />323 W. ELM ST, LODI, CALIF. 95240 PH. 209-368-661 8
<br />FILE
<br />No.
<br />�LE
<br />• ..r ^. I. N ' .EARpp.,�r
<br />G-78
<br />
|