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<br />V*
<br />FOR ALL STREET
<br />LOCATIONS
<br />2" Asphalt Concrete
<br />y I Extensions
<br />___12 `l
<br />Dia. or Sq. _ Standard Frame and
<br />6" Cover Assembly
<br />A. C.ZT=
<br />P. C. C. a • o .
<br />A. B. Q d'
<br />' •U 0 G • o .� 3 I � n• ° o v .
<br />Survey Monument
<br />Undisturbed4` J6 x 30" Iron Pin With
<br />Basement Soil Identification Marks
<br />TYPICAL SECTION
<br />A SUR
<br />MONU
<br />Raised Letters �\`\
<br />Cover Frame
<br />Lift
<br />Holes
<br />i�
<br />-- N --
<br />4.
<br />0
<br />Material: Cast iroin
<br />N
<br />N
<br />"
<br />4
<br />12" 6' Diameter. --� --{
<br />SECTION A --A
<br />SURVEY MONUMENT
<br />FRAME 8l COVER ASSENT-BLY
<br />—Cast Hon Lid
<br />attle- proof, machined
<br />seating surface
<br />141 6`
<br />--Finished Grade
<br />V*"A
<br />' n v
<br />`N ICOR OFF ST
<br />LOCATIONS
<br />rL
<br />Concrete Base to be
<br />around Valve Box.
<br />Concrete Bose not
<br />necessary when Valve
<br />Box is located in back
<br />T1 M of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy No, G 5, Brooks Nal 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 BoK supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOX
<br />416
<br />KP
<br />CAST IRON BEND
<br />THRUST BLOCK DETAILS
<br />�( • /I 450 Max,
<br />0
<br />+.� , •� I` Min,
<br />�P �P
<br />TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />L
<br />Exist. Ground
<br />FITTINGS
<br />A"
<br />'B"
<br />FITTINGS
<br />A
<br />B
<br />6" LINEr
<br />�\
<br />(if an,)
<br />10" LINE
<br />N
<br />2
<br />221/2
<br />1
<br />11
<br />I-6
<br />o
<br />221/2
<br />3-0
<br />2-0
<br />450
<br />2' - 0"
<br />21- 0"
<br />45•
<br />4`- 0"
<br />3'- 0"
<br />90•
<br />31 -0'
<br />2-6`
<br />909
<br />5'-6"
<br />4"O"
<br />TEE OUTLET
<br />DEAD END
<br />3' - 0"
<br />3' - ON
<br />2` - 0"
<br />21-011
<br />TEE OUTLET
<br />DEAD END
<br />4-0"
<br />4' - 0"
<br />4'- 0'
<br />4' --ON
<br />8" LINE
<br />o
<br />12 LINE
<br />24Min.
<br />Cover below
<br />22112o
<br />2■ -0 W
<br />n
<br />2--0
<br />o
<br />221/2
<br />. x
<br />3-0
<br />1 r
<br />3-0
<br />45 °
<br />3 _ 0"
<br />2' -- 6"
<br />45 °
<br />4' - 6"
<br />4 - 0..
<br />900
<br />4' - 0"
<br />3' - 6"
<br />90'
<br />e' — O"
<br />4-014
<br />TEE OUTLET
<br />3' -6'
<br />3'- 0"
<br />TEE OUTLET
<br />5 - 6
<br />4' - 0
<br />DEAD END
<br />3' --6r-
<br />3' - 0
<br />DEAD END
<br />5 - 6H
<br />4 _0011
<br />NOTES 1 1. All thrust blocks shall be poured
<br />against ugdisiurbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS
<br />l _ 2ax1.3o�_3s
<br />�r I
<br />ST
<br />J�4MAIN 100E
<br />Et7P) 11F
<br />-- 2
<br />TYPICAL STREET SIGN
<br />NOTES:
<br />L One street sign is required
<br />at eacn intersection.
<br />?_ Block numbers are to be acquired
<br />from the San Joaquin Canty Depart-
<br />ment of Piarining and Building Inspection.
<br />3. Sea improvement pial, for location
<br />of STCP signs, when required.
<br />MAIN ST
<br />4 The iengih of the street sign varies
<br />100 E due to the length of the street
<br />-� name.
<br />Edge of Pavement,
<br />Back of Sidewalk
<br />or Back of Curb.
<br />0
<br />v
<br />4- Street .
<br />Sign Location
<br />ir
<br />.771
<br />2" ID pipeN STREET SIGN POST
<br />l�
<br />I LOCATION DETAIL
<br />_
<br />c -
<br />a
<br />TYPicAL STREET SlGN
<br />INSTALLATION
<br />_STANDARD _ T
<br />AGN DE`.I_�.
<br />E.P
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<br />Exist. Ground
<br />-1
<br />♦
<br />' •
<br />*�
<br />Bottom of Ditch
<br />outside shoulders.
<br />le
<br />�\
<br />(if an,)
<br />to a minimum
<br />N
<br />2
<br />. .'
<br />+ L aP En
<br />d
<br />e
<br />Q
<br />to a minimum
<br />10 0. D. 10"
<br />� I N
<br />Connection
<br />l
<br />0 D + 20" Min
<br />0
<br />daptor
<br />I
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<br />Connection
<br />-
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<br />-. , Adaptor
<br />Q
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<br />' Corporotion
<br />24Min.
<br />Cover below
<br />bottom
<br />Stop
<br />of ditch
<br />( if any)
<br />ft
<br />Sign -Calif
<br />Hwy Code
<br />W SI
<br />Sign - calif Hwy
<br />Code Type MR
<br />04
<br />is
<br />N
<br />Gir,N-STATE OF CALIF. HWY.
<br />"TYPE N -R" 24'X 24"
<br />-ECTIVE RED BACKGROUND)
<br />"TYPE N - R"
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24"x48")
<br />DO POST
<br />1 I
<br />1 t
<br />-STATE OF CALIF.
<br />CODE. "TYPE N -Y" �
<br />X 24" (REFLECTIVE l
<br />_DW BACKGROUND) I I
<br />l l
<br />4'X4' REDWOOD POST
<br />SIGN -STATE OF CAI -IF '
<br />HWY. CODE W53 (24"X241 C�
<br />OR AS REQUIRED BY
<br />PUBLIC WORKS DEPT.
<br />''TYPE N -Y"
<br />SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS
<br />SHOWN ON PLANS. ANY DEVIATION
<br />MUST BE APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS.
<br />i I N r\4'X-'VS REDWOOD POST
<br />TYPE "B" TYPICAL SIG_ N
<br />BARRICADE TRAFFIC SIGNS
<br />ETES.
<br />1ny deviations from the standard locations shall bie approved by the Director of Public Works .
<br />Chis Standard shall apply'to new developments.
<br />=ranchise Ufllitles shall include telephone, gas, elecitrical, television cable , etc.
<br />dater Line and Sanitary Sewer shall be located within area "X" as shown.
<br />Oreo marked "V" is variable and may be used as an aitornate for Storm Sewer if approved by the
<br />Director of Public Works.
<br />0 6
<br />1 eMin. -
<br />31: (Typl
<br />(01
<br />RU.E, (Typical) 1 v = =
<br />1 � _
<br />o
<br />7
<br />I
<br />claml) (I or larger
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<br />Double
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<br />♦
<br />' •
<br />1. Plastic pipe up to 0. service shalt be ultra high molecular weight UHMW)
<br />50`
<br />outside shoulders.
<br />le
<br />Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal
<br />!2
<br />to a minimum
<br />N
<br />with minimum pressure rating of .. ■
<br />2. stic pipe for 2" 1. D. service shall be PB 2110 Polybutylene or approved
<br />D—
<br />of 85 %•
<br />00
<br />.• . .. psi.
<br />Q
<br />to a minimum
<br />10 0. D. 10"
<br />3. Corporation stop shall have corporation cock threads.
<br />Min Min.
<br />of 90 %.
<br />0 D + 20" Min
<br />D
<br />�-
<br />W
<br />■.
<br />•
<br />Angle5. stop shall be vertically. , .�i!•••�a �. • .• •.. b♦i♦• si•i�•_gii� • •+i • • ♦. ••♦i •.•!•.��i.�.6•A •uR.• �I
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<br />■ . ■ . required
<br />. . . Designation 1 %+:•••♦•�•�i•♦ i i i i ib0 i i%nsn - •i•�•�!�si i!ii'.' ••i i••i�i i i�i�.�•�••i�•�.�.�•�♦�q�%�
<br />7. Mueller r t•ar•►.•••aara_Ia•,.a.♦♦a•� �j •�■r. •,♦•1a�,A•r. •*r •ia• gar ,
<br />■iiii� �!%%1�♦�WATER SERVICE
<br />Mini ,Min.
<br />0. D.+ 20" Min.
<br />RIGID CONDUIT
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />t f of California,I. Relative compaction of materials shall be tested by the Sae
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 yeor bond.
<br />4. * When shown by soil composition and compoctibiiity, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />LOCATION OF TYPICAL TRENCH BACKFILL
<br />FRANCHISE UTILITIES I ;V ____-y„_-___ Water Line
<br />30r Mfnlmum Depth / ---- a Sonhory Sewer
<br />3C -----o----- Storm Sewer
<br />42" Minimum Depth I y
<br />of intersections 6' -►1
<br />and crossings
<br />1
<br />U 'v`
<br />R/W
<br />uXn "Y"
<br />Compact in 12" max. loyers -
<br />p
<br />to a min. relative compaction
<br />-1
<br />Of 95%tnder pavement and
<br />8' 5'
<br />shoulders, and 90%
<br />50`
<br />outside shoulders.
<br />le
<br />Compact in 24"max layers
<br />!2
<br />to a minimum
<br />N
<br />relative compaction
<br />w
<br />of 85 %•
<br />00
<br />Compact in 6" layers
<br />Q
<br />to a minimum
<br />10 0. D. 10"
<br />relative compaction
<br />Min Min.
<br />of 90 %.
<br />0 D + 20" Min
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />t f of California,I. Relative compaction of materials shall be tested by the Sae
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 yeor bond.
<br />4. * When shown by soil composition and compoctibiiity, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />LOCATION OF TYPICAL TRENCH BACKFILL
<br />FRANCHISE UTILITIES I ;V ____-y„_-___ Water Line
<br />30r Mfnlmum Depth / ---- a Sonhory Sewer
<br />3C -----o----- Storm Sewer
<br />42" Minimum Depth I y
<br />of intersections 6' -►1
<br />and crossings
<br />1
<br />U 'v`
<br />R/W
<br />uXn "Y"
<br />"Zm
<br />84'
<br />6' 5'
<br />24'
<br />60'
<br />8' 5'
<br />12'
<br />50`
<br />4' 1 5'
<br />le
<br />UNDERGROUND UTILITIES
<br />LOCATIONS
<br />QT NEW DEVELOPMENTS
<br />17
<br />L"ocdfion *�2 — 48
<br />Lo'caflan 43 — 18
<br />`R"' VAI -U E TESTS
<br />REVISMN5 I UHI r-
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<br />COUNTY OF SAN JOAQU I N SCALE: Nobe
<br />DEPARTMENT OF PUBLIC WORKS DRAWN: NML
<br />CHECKED= EFS
<br />Approved By:
<br />Henry M. Hirata, RCE 21 258
<br />Director of Public Works
<br />JOB
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<br />COUNTY OF SAN JOAQU I N SCALE: Nobe
<br />DEPARTMENT OF PUBLIC WORKS DRAWN: NML
<br />CHECKED= EFS
<br />Approved By:
<br />Henry M. Hirata, RCE 21 258
<br />Director of Public Works
<br />JOB
<br />SHEET /
<br />V
<br />Date
<br />OF �
<br />
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