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Expanston Joint
<br />— _- ---
<br />6"x 6" - W 1 4 x W i 4 welded wire fabric
<br />12' Minimum
<br />30 AAaximum
<br />I A
<br />Warp I i I
<br />c
<br />Sidewalk
<br />Gutter
<br />3'-0" 2'
<br />PLAN
<br />A
<br />,,Expansion Joint
<br />Warp
<br />�` Sidewalk
<br />DIMENSIONS
<br />f
<br />�
<br />1 \
<br />Curb and
<br />A
<br />Gutter Line - ;
<br />of Highway, test method No.
<br />A
<br />'�- Gutter
<br />2' O� 3 0"'
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS E.P-'
<br />—_-.__..... ___-._ Street R/W
<br />[Exist Grorind
<br />i Met r®Corilcre 0, - Mgrs ---.� ��
<br />Bottom of DIt h
<br />I'IV
<br />arfslIion Ramp Transition I \ (� ¢1y,_ ,
<br />1 It
<br />LD
<br />Cannac t ion - -
<br />r�n dopter
<br />1 2' $'`_4'�
<br />VIEW A -A 2" Lip�� 4 See NOte �I Conr►ectiort 36" Rebar wth
<br />with 45
<br />bevel with -5' Adaptor 2 how clomps i2" apart
<br />Corporationr
<br />pntion - 2e Min. Cover below bottom
<br />chamfer CJ'
<br />`Stop of dllch (if any
<br />20 — - Service
<br />I
<br />YY.W- - B l e s f I C lamp (I" or larger
<br />I Double Strap)
<br />I Appm. ex =.I 3 � I mochin• Boils —
<br />r
<br />I aG _..._ - - - -- N TES
<br />I - - d� ! Plastic pipe far IN I. D service shall be ultra high molecular weight f tJWMW f
<br />S, Expansiort Joint Typical 4 ------ -_ - e Polyethylene for
<br />manufactured b " "
<br />.�
<br />MIN. .:;.'.•::.,.t+:•ii.'• :►••� .',Y `. 1,-- ------ --- I i" •. o ° Y Driscopipe , Orangeburg or approved aqua!
<br />j \ 4:►. , 4'."r.., .'-;! ` '_ .;i:•'a'��';, ! ' — .._ ► r with minimum pressure rating of 160 pet.
<br />2. Plastic pipe for 2" I.D. service shall be PB 2110 Polybutylene or approved
<br />\ 4 A r I A r 2 �.. • equal with minimum pressure rating of 160 psi.
<br />i
<br />\ T �° A - 3. Corporation stop shall hove corp71
<br />oration cork threads.
<br />"° l = I 4. Angle stop shall hove swivel nut and lock wings.
<br />29' 5 Angle stop shall be vertical)
<br />I �
<br />Grooved in a hsrringbcirts - '_'� � ( Ll
<br />� y Plumbed.
<br />porn W*h #" grooves approlu I "-' , I [161 Service saddle shall be required for the 2" service tap
<br />i.� I aC. , groovote slwuid be ..t, ! 7. Mueller Insto-tits connection shall conform to ASTM Designation D 2239
<br />s� gid• °°`°"`' e;rasswalk 4 - -- SECTION A - A WATER SERVICE
<br />I \
<br />1• , NOTES 1 Irving type grate may be Variable
<br />?- ! 4 Grooves approx• 4 O.C. B used as alternate. 3
<br />2. Grate shall be fastened to frame
<br />+D� \ R/W with 18'x#" heat-treated chain
<br />\ or
<br />12' - - - Pro3- _ PLAN J
<br />Ct 8ack of Walk Curb L.Ine
<br />Gutter Line
<br />ELEVATION
<br />Variable_ ...__. 5 - 6 � 2 - � J
<br />I"
<br />Slope " per it
<br />I N
<br />-k
<br />EgT I ON A — A
<br />TYPICAL COMMERCIAL DRIVEWAY
<br />as
<br />NOTE All radii = 3.' unless
<br />4
<br />otherwise noted
<br />\N.
<br />h�� �Espanseart Joint Typtcetl
<br />Crosswalk
<br />Face of Curb
<br />NOTES: ' ' I
<br />I. 86' Rwp fox 40 4 •tion and 2% sidetwt11" Naos. For 6" curb height either use 8' ramp or li mnsition
<br />Qwb height � etttpaN GWO OW to be"Wisg of retell
<br />2. Catch basins and ather obWIllictione we not to be lowed within the wheabchow path area.
<br />3: Sm Standard B- I, 9-2, Of 6-3 Par Cwb, l7ltfUr • Sidewalk Details; and State 8lmidord Plan N8 -B for
<br />- Gaon details.
<br />W- Water line
<br />N S - Sanitary Sewer line
<br />G -- Gas line
<br />Depressed letter "W", "S'; or "G" In
<br />curb to identify service locations ------.--._7
<br />3'-0"-
<br />i
<br />0 2 on
<br />I - Vertical Curb of Returns A
<br />1 rr-10 J"R &gym Finish
<br />i" Level Line
<br />a-� - --.�-
<br />- o
<br />I • - ol"
<br />Dowels -;5 or"Dia x 24" spaced 12"o. c,
<br />greased and wrapped one side through-
<br />every expansion joint 6"
<br />MONOLITHIC BEVEL TYPE
<br />CURB S GUTTER
<br />7'-0" Min.
<br />4' .0" Minimum (Sidewalk) - 12" - 2' -0" -- Broom Finish
<br />Broom Finish Soorirq LA, At Returns
<br />r Leval Lina
<br />..I IO R
<br />- 6 " 12
<br />Dowels -a5or dlo x 24" spaced
<br />12 o c, greased and wrapped
<br />one side through every
<br />expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />CURB GUTTER A SIDEWALK
<br />NOTES:
<br />I. Construct expansion pints W 200' masinfust and at returns, around kohl poles,
<br />hydrants and afhsr fixed obJee to at sklewaltiL
<br />2. Trorrswrse weakened pler+e pie siliel be pgyfy"Oftill 4 12` masittwm intervals.
<br />CURB GUTTER SIDEWALK
<br />SUBDIVISION STREETS
<br />N 11 1 .....
<br />DATE REVISIONS BY DESIGN -�_ DRAWN BY
<br /> -4---------
<br />SUBMITTED BY
<br />RCE
<br />HANDICAP RAMP
<br />r
<br />2' -0 -
<br />Expansion Joint ( Typ ]
<br />B
<br />I
<br />NOTES:
<br />- II Frame a Grate shall conform
<br />F L A to Improvement Standard No. D-6
<br />21 Two feet minimum below finished grade
<br />n I in new development in existing streets,
<br />' may be less !han 2' with the
<br />t - aoprovat of the Engineer
<br />3) 24" pipe barrel shall be Class 1H R C.P
<br />or Class 11 A. C. P.
<br />I
<br />PLAN
<br />Frame A Grate
<br />Boit
<br />Class "B" Concrete
<br />SECTION A -A SECTION 0- B
<br />STANDARD STORM DRAIN INLET
<br />APPROVED
<br />19 - —_
<br />DATE _---. SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />k— 24-.J r. D,) ____
<br />SECTION B - B
<br />FRA M _a G in ATE
<br />(STANDARD STORM DRAIN INLET)
<br />Extend 4" S to
<br />at 1/4" per foot.
<br />TY-PICaAL 'Y` J01NT
<br />SERVICE C01r1,•• CT ION
<br />y Sewer
<br />Main
<br />m..7�_ A " rr
<br />`� ' �6
<br />Cost Iron Frame and Cover
<br />A a ► Refer to Improvernent Standard
<br />► • i, No. E-4
<br />31-01, ...... f
<br />I
<br />ELM
<br />Existing Pavement 21- 0"
<br />Or Ground �� 1 6" Baits
<br />6 a 0 1.D Pipe ,r:', rk " � �•�� � �j
<br />` -L
<br />' r 6" Poured - in --
<br />- -- - -
<br />Pias* Concrete
<br />Blocks (Class
<br />r
<br />• B• Concrete) e -
<br />.% o -
<br />r
<br />T 1
<br />Bottom Of Trench -T
<br />TYPICAL _ LAMPHO E INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAIUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST, LORI, CALIF. 95240 PH. 209-368-8.098
<br />I Valve Box, Frame and Lid
<br />Refer to Improvement Standard No. F-6
<br />i ,
<br />Break Uf f Joint
<br />i
<br />-
<br />Water Main \ Concrete Anchor Block 10„y
<br />6"w Pipe _. I
<br />Flanged by Ring -Tito Adaptor �J
<br />Conc Thrust Block- \ (As Required ] Conc. Thrust Block
<br />Refer to Improvement \ 6" Flanged or Flanged by Reter to Improvement !
<br />Standard No F-3 \ Ring -Tice Gate Valve. Standard No. F-3.
<br />'-Tifco No. II Tee or Equal
<br />NOTES
<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 Residential Fire Hydrant to be "Rich 960", James Jones
<br />J-3765, or approved equal ( 2-- 2 B I-4" outlets)
<br />Or other size as required by the local Fire District
<br />"InININNIFIRE HYDRANT
<br />THRUST BLOCK DETAILS
<br />' { 45', Max,
<br />o p
<br />I jP +ff. • F- I' Min. --
<br />I" P TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUSTBLOCK
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />equal to or
<br />_
<br />FITTINGS
<br />A
<br />1 08"FITTINGS
<br />of Highway, test method No.
<br />A
<br />B
<br />611 LINE and 4"On-site
<br />neatly cut to linr. prior to
<br />LINE
<br />10" LINE
<br />permitted within the street
<br />Existing Pavement
<br />22 1/2'
<br />1' - 6"
<br />Ir- 6"
<br />22 1/ • _ 3
<br />6" Min. ( Typ. )
<br />45 -
<br />2' _ 0"
<br />2
<br />45'
<br />4'- 0"rn�
<br />3' _ QI,
<br />90' _
<br />3 -0
<br />2 - 6
<br />900
<br />5' -- 6
<br />-- 4— ON
<br />TEE OUTLET
<br />3' - 0
<br />2 - O
<br />TEE OUTLET
<br />4' - 0"
<br />4' - 0"
<br />DEAD END
<br />3' - O
<br />- 0
<br />DEAD END
<br />4 - 01.
<br />4'- 0
<br />8" LINE
<br />12n LINE
<br />Compact in 12" layers
<br />Z /C
<br />2'-O"
<br />'-0
<br />2' -On
<br />22 I/ze _-_T 31_0„
<br />31 p
<br />_ 45'
<br />3
<br />2'- 6
<br />45 •
<br />O
<br />of 90%
<br />_ -
<br />-
<br />d
<br />l
<br />-
<br />TEE OUTLET
<br />N-6,
<br />_.
<br />,
<br />TEE OUTLET
<br />5
<br />4' - —0 -
<br />DEAD
<br />DEAD END
<br />3 -6
<br />3 - O
<br />DEAD END
<br />58�4`-
<br />0
<br />NOTES' I Alt thrust blocks shall be poured
<br />ogoinsl undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 T► rust block dimensions were
<br />calculated to allow a $oil
<br />bearing value of 1,000 pounds
<br />per square foot
<br />is 5 Rebor a top and bottom __--
<br />+2 in
<br />t
<br />a
<br />h i o
<br />E_LEYA"JIAN�
<br />PERMANENT BLOW -QEF
<br />THRUST BLOCK DETAILS
<br />AND SHOULDER
<br />NOTES
<br />,Boekfill with
<br />materials
<br />equal to or
<br />I. Relative Compaction of materials shoal be tested by the
<br />State
<br />better than
<br />the existing pavement
<br />of Highway, test method No.
<br />Calif.
<br />4 in quality
<br />and thickness.
<br />neatly cut to linr. prior to
<br />trench excavetion
<br />3 No jetting or ponding shall be
<br />permitted within the street
<br />Existing Pavement
<br />of Way.
<br />0
<br />61, _ -
<br />(90%)
<br />6" Min. ( Typ. )
<br />approved by the Director of
<br />ro
<br />Works
<br />- Compact in 12" layers
<br />---
<br />to a minimum
<br />-
<br />-
<br />relative cortrpaction
<br />- -
<br />--
<br />of 92X.
<br />--
<br />-
<br />Compact in 12" layers
<br />-
<br />to a minimum
<br />p
<br />rotative compaction
<br />O
<br />of 90%
<br />_ -
<br />-
<br />d
<br />l
<br />-
<br />�. Compact in 6" layers _�
<br />_.
<br />,
<br />ICS' 0 0IO"
<br />to a minimum
<br />10" 0 D 10"
<br />x.
<br />relative compactionMax.
<br />Max.- �Mox
<br />_0. D.+ 20"
<br />Max.
<br />of X'
<br />0. D.+ 20" Max
<br />UNDER PAVEMENT
<br />OUTSIDE SHOULDER
<br />AND SHOULDER
<br />NOTES
<br />I. Relative Compaction of materials shoal be tested by the
<br />State
<br />of California,
<br />Dept of Public Works, Division
<br />of Highway, test method No.
<br />Calif.
<br />216, 19713 or 231.t978
<br />2 All existing pavement shall be
<br />neatly cut to linr. prior to
<br />trench excavetion
<br />3 No jetting or ponding shall be
<br />permitted within the street
<br />Right
<br />of Way.
<br />4 'k When shown by soil composition
<br />and compactibility, ninety percent
<br />(90%)
<br />compaction may be used, when
<br />approved by the Director of
<br />Public
<br />Works
<br />uasr iron ua
<br />`--Rollie- proof, machined
<br />FOR NEW STREETS 1 seating surface
<br />Asphalt Concrete A„ Typ
<br />Finished Grade
<br />r4 EXIST. $TRE TS
<br />Concrete Base to be
<br />Extenxrw„- around Valve Box
<br />Concrete Base not
<br />' necessary when Valve
<br />Box is located in back
<br />rt -t rT t of sidewalk.
<br />NOTES:
<br />I Volve bon and Lid shall be Christy No. G 5, Brooks No l R T or 4 -TT, or equal
<br />2 All Lids and Grade Rings sholl have moichined sealing surfaces
<br />3 Extensions sholl be as manufactured for the Valve Box supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOAC
<br />24" 30f' ar 36"
<br />- --IVIST -�
<br />100
<br />=� 4
<br />TYPICAL STREET
<br />NOTE
<br />I One street sign is required
<br />at each intersection.
<br />2 Dimensions for block numbers
<br />are for location of numbers
<br />only.
<br />MAIN ST
<br />Edge of Pavement , OR
<br />x Sock of Sidewalk, OR
<br />Back
<br />of Curb
<br />O
<br />v
<br />�. Street Sign
<br />Location
<br />. •t .I
<br />. I.I-
<br />1.
<br />•l 1.
<br />Class "C" '.1• I„ iv STREET SIGN POST
<br />Concrete L I N ULTAIL
<br />•�a
<br />TYPICAL
<br />INUALLATION
<br />STANDARD STREET SIGN DETAILS
<br />�w"e 11I1r
<br />r� oo�rrrrrrr�
<br />OE�AIL SHEET SHEET OF
<br />JOB NO
<br />FILE
<br />NO.
<br />
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