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<br />111647
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />In quality and thickness.
<br />Existing Pavement
<br />6� Compact In 12" max. layers -
<br />Y
<br />to a min, relative compaction of 95%*under pavement and
<br />shoulders, and 90%
<br />outside shoulders. — — —
<br />Compact in 24"mox.layers
<br />to a minimum
<br />O — relative compaction °•
<br />of 85 %. °'
<br />/ Compact in 6" layers _
<br />10" 0, 0. 10" to a minimum 10"
<br />Min. Min re a 80 compaction
<br />Min. Min.
<br />0. D.* 20" Min. 7•. 0. D.+ 20" Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />1. Re ative 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 neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the &treat Right of Way with 3 year bond.
<br />4.'e When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director
<br />b I �,A0 JoAaJ10 G'Odkt vow� 1 L N° A-1
<br />VOTES- 1. All thrust blocks shot) be poured
<br />against undisturbed coil and snort
<br />be Class 'B" Concrete.
<br />2 Thrust block dimensions .ore
<br />calculated to allow a soi,
<br />backing value of 1,000 pounds
<br />Pat square too.
<br />• 5 Robot e top and bottom I
<br />'., D,2"
<br />e.
<br />iV
<br />1
<br />•� t
<br />ELEVATION
<br />TEMPORARY- BLOW -OFF
<br />-err �21�-��
<br />12"
<br />Ola or Sq.
<br />Standard Frame enol
<br />6„
<br />Cover Assembly
<br />A. C.
<br />*Vill
<br />•"'. P.C.C. a '.� ° a 1 �' o '"•
<br />A.
<br />• I I I 6" . .
<br />a o• r �o .'1 3 0 � o . d � d
<br />Survey Monument
<br />Undisturbed ,
<br />Basement Soil i, zt X 30" Iron Pin With
<br />T — Identification Marks
<br />TYPICAL SECTION
<br />" Raised Letter
<br />SECTION A -A
<br />1 IJ J�Aadid /"oulh5' WAI
<br />U6qp,
<br />NAJ-'(A.AMAs
<br />2" SQore Ste e I
<br />n!j!j N"Y
<br />M -?,7.,.
<br />Valve Box, F,ome and Lid,
<br />Christ " -e Traffic Valve BoX
<br />.o -O
<br />IN
<br />•o. .o. .o. e• .o•
<br />ConcreteCop
<br />Asbestos Black 1" Galt, Nipple
<br />' )•
<br />Cement Pipe 4"S4 Steel Valve Nut
<br />"Goly Street Elba.
<br />MRSBronze Gave Valve
<br />�•:•:• �" Bronze Nipple
<br />"+Y Cost Iron Plug tapped 2"
<br />THne2 K St
<br />o=TAILSa P�iFF
<br />ELEVATION
<br />Reflector Sign-Califarnla Highway
<br />Code Type NR Size 18"x.18" ---(
<br />at ind
<br />1 I
<br />`Reflectors symmetrically
<br />placed 12's 0.-C.
<br />ex 8" select grade
<br />Damon Fr surfaced
<br />four sides.
<br />Reflective Sig• -Coli!. Hwy.
<br />Code W31, 30' Size'
<br />Center a
<br />W
<br />TYPE IfA11
<br />E.P. Street R/W
<br />Exist. Ground
<br />Meter Ban Meters
<br />eoltom of Ditch '1
<br />♦ (it anvl
<br />Variable
<br />I I I
<br />Vont Box, Frame and Lid O
<br />Refer to Improvement Standard No. E-2
<br />- I " Break -Off
<br />All
<br />s -j F t� SII above wooed IIM� 1 JOINT
<br />•� Caroeetlse 78lock-11
<br />dopierWater Main Concrete Anchor BlockTConnection ` "'v36" Reber wiln Adaptor 2 how clamps 12" opert 6"d PipeCerperall" 24• Min. Cover below bottom flanged by Ring -Tire Adaptor
<br />Sap of ditch (if any) Conc. Thrust Block- (As Required) Conc. Threat
<br />ServicIt" or lar Refer to Improvemen 6" Flanged or Flanged by Refer to Improvement
<br />Double Strap)Clame, ger Standard No. E-3 Ring -Tits Gate Valve. Standard No. E-3.
<br />l Tifw Na II Tse or Equal.
<br />1. Plastic pipe up to 1�I. D. service shall be ultra high molecular weight ( UHMW
<br />Polyethylene as manufactured by "Oriscopips", "Orangeburg" or approved equal NOTES,
<br />with minimum pressure rating of 160 poll. 1. Fire Hydrants shall be placed with *'41/Ioutlet facing
<br />2. Plastic pipe for 20 I.D. service shall be PS 2110 Polybutylene or approved directly towards the street.
<br />equal with minimum pressure rating of 160 psi. 2 Fire Hydrants shall be clean and free of concrete.
<br />3. w ck
<br />Corporation stop stall have Corporation sock threads.
<br />4. Angle stop shall have swivel nut and lookck wings. 3. Fin Hydrants b be American Darling Model 8-628, Dresser M 9 H Style 929
<br />gs' "Rebont ii, Mueller "Centurion" or "Modern Centurion% or approved equal (2-2}"
<br />S. Angle stop shell be $hall be plumbed. a 1-4�youtlete))Ili-
<br />6. Size er service line shall ti as required by the County. 4` Or other size as required by the local Fire District.
<br />T. Mueller Inata-tile connection shall conform to ASTM Designation 0 2239.
<br />4 All Mydrants shall be painted OSHA safety yellow or as
<br />required by beat Fire District.
<br />LIaA4 14 K ---TAIL.., H 0 J4�kP�UIIJ c�UIJ�'Y
<br />Cost Iron Lid THRUST BLOCK DETAILS 11-4 MRAP F_-!%
<br />L-.}4y4-ArrriD �N V
<br />6'
<br />ZAattlo- proof, machined i (�,� )
<br />FOR ALL STREET seating surface �( 450 Max.
<br />LOCATIONSal
<br />al
<br />"011
<br />y ,� J-
<br />s'a s" k
<br />2" Asphalt Concrete I
<br />Finished Grade �•:: �/�
<br />TYPICAL SECTION THRU
<br />•,�`.,'••• }r. e" '.;*" CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />`FOR OFF STREET
<br />LOCATIONS
<br />Concrete Base to be
<br />around Valve Box,
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy Na G5, Brooks Not RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions Nall be as manufactured for the Volvo Box supplied or Pipe of correct
<br />size can be used.
<br />4A0 J a4C� SIJ corj�,��I L" -Z
<br />IL
<br />_L
<br />T
<br />thee'
<br />f 60
<br />to MAINloo E
<br />of 1 �t
<br />' Z�R(Aro1 tnto
<br />�. TYPICAL STREET SIGN
<br />6'x 6" dense
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />structural grade
<br />W
<br />FITTINGS
<br />A
<br />Redwood, treated
<br />FITTINGS
<br />A
<br />B
<br />Hemlock or treated v
<br />10" LINE
<br />Douglas Fir surfaced
<br />22 1/2'
<br />I' - 6"
<br />four side .
<br />22 1/ •
<br />3'- 0'
<br />21- 0"
<br />45 •2'
<br />- 0"
<br />2' -01.
<br />45 •
<br />s � i
<br />3'- 0"
<br />90'
<br />MAIN
<br />END�fW'
<br />900
<br />5'-6
<br />4 -
<br />r
<br />31911 -Calif
<br />I ,
<br />(•�+ t
<br />i
<br />Hwy Code
<br />�p
<br />,/ y fjG�
<br />1 t
<br />2':: W
<br />W I
<br />4' - 0
<br />4T- 0
<br />.L
<br />1••1
<br />A
<br />OWW
<br />12 LINE
<br />9Ion • Calif Hwy
<br />221/"
<br />2'-0"
<br />coda Type RR
<br />221/'
<br />Cast Iran iv
<br />CENTER REFLECTOR
<br />f
<br />FOR TYPE AIBARRICADE
<br />e
<br />{N
<br />L Barricades to be as wide as street R/W
<br />2.11arrieodw to be pointed white using 2
<br />coop of "Exterior Alkyd Resin Hi -Glass
<br />Enamel" over a compatible pensr, T Y_ PE 11 If
<br />s � 1 r* P -1W WIVT
<br />A LA0 JAa010 61-12910I TT PA °.
<br />2" ID pipe
<br />0
<br />NOTES:
<br />L One strset sign is required
<br />at eacn intersection.
<br />2. Block nntbers are to be acquired
<br />from the San Joaquin County Depart-
<br />ment of Pklrrtkg and Bwwing kupeatio
<br />3 See improvement pians for location
<br />of STOP sign•, when required.
<br />4 The length of the street sign varies
<br />due to the length of the street
<br />tune.
<br />Edge of Pavement,
<br />Back of Sidewalk
<br />or Back of Curb.
<br />Street �
<br />Sign Location �I
<br />ti
<br />• ••A IF -11 19
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />kA 0 J,hA40 cadItTf VKAIL A -ID
<br />I
<br />NOTES 1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions wore
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />SIGN -STATE OF CALIF HWY.
<br />CODE "TYPE N -R" 24" X 24"
<br />(REFLECTIVE RED BACKGROUND)
<br />4"X4" REDWOOD POST
<br />II`
<br />SIGN -STATE OF CALIF
<br />HWY. CODE "TYPE N -Y"
<br />24" X 24" (REFLECTIVE
<br />YELLOW BACKGROUND)
<br />"TYPE N -R"
<br />4!X4' REDWOOD POST
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24"X4
<br />IA
<br />STREET
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W53 (24 X24")
<br />OR AS REQUIRED BY
<br />PUBLIC WORKS DEPT.
<br />"TYPE N -Y"
<br />/g' SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS
<br />SHOWN ON PLANS. ANY DEVIArIOf
<br />Fm MUST BE APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS.
<br />POST
<br />4' X 4' REDWOOD
<br />—
<br />YPICAL SIGN
<br />Io JQ aI64 MT AL W ° A -I I
<br />W
<br />0
<br />J
<br />V
<br />Dan
<br />>0=
<br />`
<br />1
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />W
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />B
<br />6" LINE
<br />10" LINE
<br />22 1/2'
<br />I' - 6"
<br />I'- 6"
<br />22 1/ •
<br />3'- 0'
<br />21- 0"
<br />45 •2'
<br />- 0"
<br />2' -01.
<br />45 •
<br />4'- 0"
<br />3'- 0"
<br />90'
<br />3-0
<br />2-6
<br />900
<br />5'-6
<br />4 -
<br />TEE OUTLET
<br />3'-0" 1
<br />2--o"
<br />TEE OUTLET
<br />4' - 0
<br />4-0
<br />DEAD END
<br />3'- 0"
<br />2':: W
<br />DEAD END
<br />4' - 0
<br />4T- 0
<br />B" LINE
<br />1••1
<br />A
<br />OWW
<br />12 LINE
<br />221/"
<br />2'-0"
<br />2'-0"
<br />221/'
<br />H
<br />45'
<br />3'-0"
<br />2'-6"
<br />450
<br />900
<br />4'-0„
<br />_ „
<br />9 •
<br />m5-64-0
<br />TEE OUTLET
<br />3'-6
<br />3'-O'
<br />TEE OUTLET
<br />DEAD END
<br />, -5
<br />3 -0
<br />DEAD ENO
<br />NOTES:
<br />L One strset sign is required
<br />at eacn intersection.
<br />2. Block nntbers are to be acquired
<br />from the San Joaquin County Depart-
<br />ment of Pklrrtkg and Bwwing kupeatio
<br />3 See improvement pians for location
<br />of STOP sign•, when required.
<br />4 The length of the street sign varies
<br />due to the length of the street
<br />tune.
<br />Edge of Pavement,
<br />Back of Sidewalk
<br />or Back of Curb.
<br />Street �
<br />Sign Location �I
<br />ti
<br />• ••A IF -11 19
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />kA 0 J,hA40 cadItTf VKAIL A -ID
<br />I
<br />NOTES 1. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions wore
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />SIGN -STATE OF CALIF HWY.
<br />CODE "TYPE N -R" 24" X 24"
<br />(REFLECTIVE RED BACKGROUND)
<br />4"X4" REDWOOD POST
<br />II`
<br />SIGN -STATE OF CALIF
<br />HWY. CODE "TYPE N -Y"
<br />24" X 24" (REFLECTIVE
<br />YELLOW BACKGROUND)
<br />"TYPE N -R"
<br />4!X4' REDWOOD POST
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24"X4
<br />IA
<br />STREET
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W53 (24 X24")
<br />OR AS REQUIRED BY
<br />PUBLIC WORKS DEPT.
<br />"TYPE N -Y"
<br />/g' SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS
<br />SHOWN ON PLANS. ANY DEVIArIOf
<br />Fm MUST BE APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS.
<br />POST
<br />4' X 4' REDWOOD
<br />—
<br />YPICAL SIGN
<br />Io JQ aI64 MT AL W ° A -I I
<br />W
<br />0
<br />J
<br />V
<br />Dan
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