|
Sign - State of Calif. Hwy.
<br />Sign - State of Calif. Hwy Code W-57 (24"x48")
<br />Code SW -42 (30"x30")
<br />N 7N
<br />SIGNS
<br />1. Signs shall be posted on 2" I.D. galv.
<br />pipe in urban areas and either pipe or
<br />4"x4" posts in rural areas.
<br />0 2. Stop sign sizes shall be 30" for d
<br />I urban areas and 36" for rural areas.
<br />n 3. Sign - State of Calif. Hwy. Code o
<br />SW -43 shall be posted at curves I
<br />when needed. 1
<br />TYPICAL SIGN
<br />Ne. R.MN b Mpwne by
<br />TRAFFIC SIGNS
<br />�•
<br />by JLD
<br />°w"" by COUNTY OF SAN JOAQUIN JUNE 1997
<br />sa. NONE owanoa ar Furx: eaea o"r+a "^ R - 26
<br />Retaining curb N
<br />4 ""wa
<br />, y .o.
<br />See Note 6
<br />4.5' min. for , 01111te 8
<br />4 1/2" curb, (Sklewaik Nus than 5' wide)
<br />6' min. for
<br />6" curb
<br />:-`"J
<br />CON C
<br />Of
<br />Face of
<br />M x'
<br />curb
<br />better than the existing pavement
<br />�j
<br />a
<br />4' min.
<br />Mx.
<br />N
<br />4' min
<br />Sign - State of Calif.
<br />N
<br />Aor B
<br />dy£y
<br />COs• F
<br />Hwy. Code type N -Y"
<br />24 x24" (reflective
<br />N
<br />at curb
<br />A orB
<br />Crrwwwwolk
<br />yellow background)
<br />T
<br />INTERSECTION SIGN
<br />• 3' min, for 4 1/2" curb
<br />1/ 4 „
<br />(post
<br />across from intersection)
<br />j
<br />HANDICAP RAMP
<br />ftww y
<br />1.
<br />FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />\ N
<br />Variable \
<br />a. by JLD
<br />r�
<br />COUNTY OF SAN JOAQUIN
<br />ovrerl[wr ar r,+.. eaves
<br />r
<br />set. None
<br />3.
<br />FRAME SHALL WEIGH APPROX. 22 LBS.
<br />The length of the streetsign
<br />to length
<br />a minimum r lative
<br />compaction of 9e0x.
<br />io
<br />(a
<br />N
<br />THROUGH
<br />FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />MARK IF MONOLITHIC POUR 0
<br />CONFORMING TO A.W.W.A. C203.
<br />N
<br />STREET
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST
<br />LANE REDUCTION
<br />L
<br />SLOPE 1/4"
<br />PER FOOT ¢ 0
<br />Sign - State of Calif.
<br />Hwy. Code W53 (24"x24") SIGNING
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />or as required
<br />by the
<br />o n
<br />COUNTY OF SAN JOAQUIN
<br />Public Works Dept.
<br />a
<br />o
<br />N COUNTY DATE
<br />1. Center the lane reduction sign
<br />1
<br />SURVEY MONUMENT
<br />nEcraR or Fuss wales
<br />011 OR OF
<br />TYP.
<br />behind Type A barricade
<br />FRAME & COVER
<br />IMPROVEMENT CW -M1
<br />a. or JLD
<br />(barricade to be placed on a
<br />0
<br />0
<br />1 1 1/2"
<br />4"x4" Redwood
<br />or skew with Type N -Y signs
<br />I
<br />I
<br />POURED MONOLITHIC
<br />pressure treated Douglas attached).
<br />i,
<br />is
<br />Fir post (typ.)
<br />or 2. Place Class 1 flexible post
<br />GUTTER & SIDEWALK
<br />Q1
<br />2" I.D. galv. as
<br />delineators (Cal Trans A73C) at a
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS.
<br />required
<br />10 : 1 taper preceding the
<br />DATE
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />Type A barricade (minimum of
<br />\\�
<br />\
<br />SAN JOAOUIN COUNTY DATE
<br />afECraR OF PIIBUC "KS
<br />5 delineators).
<br />°
<br />`O
<br />\
<br />Flatten pipe
<br />3. Pavement lone reduction arrows.
<br />STANDARDENT NO.
<br />I
<br />�
<br />r(typ,)
<br />4. W 11, transition sign.
<br />TYPICAL SIGN
<br />Ne. R.MN b Mpwne by
<br />TRAFFIC SIGNS
<br />�•
<br />by JLD
<br />°w"" by COUNTY OF SAN JOAQUIN JUNE 1997
<br />sa. NONE owanoa ar Furx: eaea o"r+a "^ R - 26
<br />Retaining curb N
<br />4 ""wa
<br />, y .o.
<br />See Note 6
<br />4.5' min. for , 01111te 8
<br />4 1/2" curb, (Sklewaik Nus than 5' wide)
<br />6' min. for
<br />6" curb
<br />:-`"J
<br />CON C
<br />Of
<br />Face of
<br />M x'
<br />curb
<br />better than the existing pavement
<br />{A� See Note B
<br />sloplorn portion
<br />of nro
<br />4' min.
<br />Mx.
<br />N
<br />4' min
<br />45*
<br />.Os
<br />Aor B
<br />dy£y
<br />COs• F
<br />12.57c Max. }
<br />N
<br />at curb
<br />A orB
<br />Crrwwwwolk
<br />L.
<br />case D
<br />/2"
<br />• 3' min, for 4 1/2" curb
<br />1/ 4 „
<br />4' min. far 8" curb
<br />Sheat 1 of 2
<br />e. Rru y
<br />HANDICAP RAMP
<br />ftww y
<br />1.
<br />FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />m+
<br />Variable \
<br />a. by JLD
<br />CeeMwe y
<br />COUNTY OF SAN JOAQUIN
<br />ovrerl[wr ar r,+.. eaves
<br />oe. JUNE 1997
<br />urea N. R - 10b
<br />set. None
<br />UNAUTHORIZED CHANGES AND USESI
<br />SU
<br />1/2" PATTERN LETTERS
<br />COVER 1/2"X1
<br />LIFT `
<br />HOLE
<br />MACHINED
<br />SEATING -4 1"I --
<br />SURFACES
<br />M x'
<br />_T
<br />better than the existing pavement
<br />curb o
<br />sloplorn portion
<br />of nro
<br />\
<br />N
<br />I I
<br />45*
<br />N
<br />Aor B
<br />UP DETAIL
<br />COs• F
<br />/4"
<br />N
<br />A orB
<br />f�
<br />2 1 /2"
<br />L.
<br />(TYp•)
<br />/2"
<br />IdEf/ --I
<br />DIA ER
<br />1/ 4 „
<br />\'
<br />SECTION A -A
<br />ROLL TYPE
<br />NOTES:
<br />tlrq
<br />1.
<br />FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />m+
<br />Variable \
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />7'-6-
<br />'-6"4'-
<br />2.
<br />FRAME AND COVER SHALL BE HS20-44 RATED.
<br />OQ, compaction of 85%.
<br />3.
<br />FRAME SHALL WEIGH APPROX. 22 LBS.
<br />The length of the streetsign
<br />to length
<br />a minimum r lative
<br />compaction of 9e0x.
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />O.D. 10" Min. 10" Min. -
<br />4.
<br />FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />MARK IF MONOLITHIC POUR 0
<br />CONFORMING TO A.W.W.A. C203.
<br />5.
<br />5.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST
<br />INTO FRAME AND COVER.
<br />L
<br />SLOPE 1/4"
<br />PER FOOT ¢ 0
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED
<br />Cul -de -Sac only
<br />o n
<br />COUNTY OF SAN JOAQUIN
<br />for streets which intersect County
<br />roadways, also to be preceded by
<br />BARRICADES FOR
<br />N COUNTY DATE
<br />0O
<br />6' 12' O.C.
<br />1
<br />SURVEY MONUMENT
<br />nEcraR or Fuss wales
<br />011 OR OF
<br />TYP.
<br />n6j\
<br />FRAME & COVER
<br />IMPROVEMENT CW -M1
<br />a. or JLD
<br />STANDARD NO.
<br />Aor B
<br />% . 3 10 Note
<br />�+ Fr,
<br />of
<br />12.5% 4'
<br />Picing
<br />Area
<br />M x'
<br />Apprroox.3 /4* exiepPtapprox.n
<br />better than the existing pavement
<br />curb o
<br />sloplorn portion
<br />of nro
<br />V-0" 2'-0"
<br />shall be 1" thicker than existing
<br />I I
<br />45*
<br />,/4'
<br />Aor B
<br />UP DETAIL
<br />COs• F
<br />DETAIL
<br />See Note 6
<br />A orB
<br />6" Min.
<br />Front
<br />(TYp•)
<br />Eve
<br />.2keg, I a
<br />See Note 1a
<br />\'
<br />!klewfalk
<br />ROLL TYPE
<br />compaction of 95%*
<br />tlrq
<br />L4'
<br />x
<br />roo
<br />m+
<br />Variable \
<br />3
<br />Aor S
<br />CON G
<br />See Note 6
<br />Sheet 2 of 2
<br />HANDICAP RAMP
<br />mann re JLD
<br />c%x*xe y COUNTY OF SAN JOAQUIN osr JUNE 1997
<br />oar None oownron a °" `wows u•.ea N. R - 1 Do
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />Backfill with materials equal to or
<br />Apprroox.3 /4* exiepPtapprox.n
<br />better than the existing pavement
<br />r-1/4"
<br />sloplorn portion
<br />of nro
<br />V-0" 2'-0"
<br />shall be 1" thicker than existing
<br />I I
<br />45*
<br />,/4'
<br />New base shall be 1" thicker than
<br />UP DETAIL
<br />GRODVING
<br />DETAIL
<br />See Note 8
<br />Pavement
<br />Sheet 2 of 2
<br />HANDICAP RAMP
<br />mann re JLD
<br />c%x*xe y COUNTY OF SAN JOAQUIN osr JUNE 1997
<br />oar None oownron a °" `wows u•.ea N. R - 1 Do
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />O.D. �I
<br />+ 20" Min. 7
<br />RIGID CONDUIT
<br />j 6" Min.
<br />(TYP•)
<br />Variable
<br />7T
<br />OD+12"
<br />10" Min.
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />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
<br />a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ne. RwAeee M Poilm"d of
<br />1 Feb. 1998 1 PD TYPICAL TRENCH BACKFILL
<br />enw• b, JLD
<br />axwewi by COUNTY OF SAN JOAQUIN bey JUNE 1997
<br />ee.r NONE otrenrolr a nex+c "°'° Drawey Ni, R-29
<br />Backfill with materials equal to or
<br />3'-0"
<br />better than the existing pavement
<br />One street sign is required
<br />and base in quality. New Pavement
<br />V-0" 2'-0"
<br />shall be 1" thicker than existing
<br />at each intersection.
<br />pavement, minimum of 0.25 feet.
<br />2"
<br />New base shall be 1" thicker than
<br />2.
<br />existing base, minimum of 0.5 feet.
<br />in
<br />Existing
<br />Pavement
<br />6" Min.
<br />(TYp•)
<br />7MM4"x4"
<br />3'-0"
<br />• Compact in 12" max.
<br />\'
<br />layers to a min, relative
<br />ROLL TYPE
<br />compaction of 95%*
<br />100 E
<br />under pavement and
<br />CURB & GUTTER
<br />/ 90% outside pavement.
<br />Variable \
<br />Compact in 24" max.
<br />7'-6-
<br />'-6"4'-
<br />layers to a min. relative
<br />OQ, compaction of 85%.
<br />0.D,/2
<br />Compact ,in V la ers
<br />Foo
<br />The length of the streetsign
<br />to length
<br />a minimum r lative
<br />compaction of 9e0x.
<br />10" Min.
<br />O.D. 10" Min. 10" Min. -
<br />O.D. �I
<br />+ 20" Min. 7
<br />RIGID CONDUIT
<br />j 6" Min.
<br />(TYP•)
<br />Variable
<br />7T
<br />OD+12"
<br />10" Min.
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />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
<br />a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ne. RwAeee M Poilm"d of
<br />1 Feb. 1998 1 PD TYPICAL TRENCH BACKFILL
<br />enw• b, JLD
<br />axwewi by COUNTY OF SAN JOAQUIN bey JUNE 1997
<br />ee.r NONE otrenrolr a nex+c "°'° Drawey Ni, R-29
<br />FAC
<br />C
<br />NOTES:
<br />1. All street lighting and
<br />appurtenances shall conform
<br />to P.G.&E. Standards and
<br />Specifications.
<br />2. Street light locations at
<br />intersections shall be approved
<br />.91 by S.J. Co. Department of
<br />Public Works.
<br />o+ 3. Street lights shall be energized
<br />c prior to County acceptance of
<br />the improvements. Advance
<br />arrangements shall be made
<br />2 with P.G.&E. to either install
<br />the street lights, or agree to
<br />o accept them for operation and
<br />I maintenance under their LS1
<br />Z rate schedule after installation.
<br />Classl "E"
<br />)' P.U.E. �--{
<br />w
<br />6' Y
<br />Y 0 O
<br />U_
<br />3 a0
<br />tL w U
<br />o a
<br />2' 48" v 4' m 6'
<br />MIN. MIN. MIN.
<br />LOCAL COMMERCIAL AN RURAL
<br />R/W
<br />-i
<br />INDUSTIIML
<br />e. eeMM N
<br />Avow+• by
<br />»r STREET LIGHTING
<br />by JLD POLES AND SYMBOLS
<br />awoee by COUNTY OF SAN JOAQUIN arw JUNE 1997
<br />sora NONE a." ka R - 32
<br />NOTES:
<br />3'-0"
<br />1.
<br />One street sign is required
<br />Sign -Calif Hwy
<br />V-0" 2'-0"
<br />REFLECTOR
<br />at each intersection.
<br />J �
<br />2"
<br />Code Type NR
<br />2.
<br />Block numbers are acquired
<br />in
<br />Uj
<br />O °
<br />°
<br />• ° e •n \a
<br />°
<br />7MM4"x4"
<br />1
<br />MAIN
<br />ROLL TYPE
<br />100 E
<br />Redwood
<br />CURB & GUTTER
<br />Community Developement Department.
<br />aj
<br />3.
<br />7'-6-
<br />'-6"4'-
<br />NOTES:
<br />location of traffic control devices.
<br />4'-6"
<br />"
<br />4.
<br />The length of the streetsign
<br />to length
<br />varies due the of
<br />v
<br />SCORE
<br />MARK IF MONOLITHIC POUR 0
<br />5.
<br />See Standard Drawing No. R-23 for
<br />pipe
<br />2. Barricades " to be pointed white using 2
<br />coats of Exterior Alkyd Resin Hi -Gloss
<br />L
<br />SLOPE 1/4"
<br />PER FOOT ¢ 0
<br />M v! 2"
<br />areas and for internal subdivision
<br />Cul -de -Sac only
<br />o n
<br />for streets which intersect County
<br />roadways, also to be preceded by
<br />BARRICADES FOR
<br />0O
<br />6' 12' O.C.
<br />1
<br />a Q °
<br />TYP.
<br />n6j\
<br />Director of public Works
<br />a. or JLD
<br />1 1 1/2"
<br />x 3 1/2" KEY,
<br />JOAQUIN
<br />UNLESS
<br />POURED MONOLITHIC
<br />� or ��
<br />ROLL TYPE CURB,
<br />GUTTER & SIDEWALK
<br />Q1
<br />5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS.
<br />REVISION
<br />DATE
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />ROLLCURB,
<br />GUTTER & SIDEWALK
<br />SAN JOAOUIN COUNTY DATE
<br />afECraR OF PIIBUC "KS
<br />cw-cs
<br />STANDARDENT NO.
<br />FAC
<br />C
<br />NOTES:
<br />1. All street lighting and
<br />appurtenances shall conform
<br />to P.G.&E. Standards and
<br />Specifications.
<br />2. Street light locations at
<br />intersections shall be approved
<br />.91 by S.J. Co. Department of
<br />Public Works.
<br />o+ 3. Street lights shall be energized
<br />c prior to County acceptance of
<br />the improvements. Advance
<br />arrangements shall be made
<br />2 with P.G.&E. to either install
<br />the street lights, or agree to
<br />o accept them for operation and
<br />I maintenance under their LS1
<br />Z rate schedule after installation.
<br />Classl "E"
<br />)' P.U.E. �--{
<br />w
<br />6' Y
<br />Y 0 O
<br />U_
<br />3 a0
<br />tL w U
<br />o a
<br />2' 48" v 4' m 6'
<br />MIN. MIN. MIN.
<br />LOCAL COMMERCIAL AN RURAL
<br />R/W
<br />-i
<br />INDUSTIIML
<br />e. eeMM N
<br />Avow+• by
<br />»r STREET LIGHTING
<br />by JLD POLES AND SYMBOLS
<br />awoee by COUNTY OF SAN JOAQUIN arw JUNE 1997
<br />sora NONE a." ka R - 32
<br />MAIN 1oo-E
<br />2' clear to x
<br />0 t
<br />edge of T 0 P E Edge of pavement
<br />pavement iv or back of dike
<br />Stop and street
<br />sign location
<br />'3'-6" (4'-6") 6' rural
<br />7' urban
<br />to edge of pavement
<br />2' clear
<br />2" I. D. -� STOP AND STREET SIGN
<br />gals. pipe LOCATION DETAIL
<br />10"flatten pipe
<br />• In URBAN Locations
<br />3'-6" or more to face of post
<br />TYPICAL STOP AND STREET In RURAL Locations
<br />SIGN INSTALLATION 4'-6" or more to face of post
<br />I*X R.I..d M Approved by
<br />1 We 1207 TL STANDARD STREET
<br />SIGN DETAILS Dwedy Public Works
<br />uwp by JLD
<br />dye be COUNTY OF SAN JOAQUIN Dot* JUNE 1997
<br />slew NONE °w""n" ar Fuzee "°"° m-rg No. R-25
<br />REVISIONS W❑NG ENGINEERS, INC.
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />}�J{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />5209)476N001ALIFORNIA , n
<br />3/8" galvanized
<br />bolts & washers
<br />Reflector Sign -California Highway
<br />Code Type NR (24" x 24")
<br />2'
<br />at end
<br />I; I
<br />a
<br />I
<br />Reflectors symmetrically
<br />placed 12' t O.C.
<br />\\\
<br />6"x6" dense
<br />2"x8" select grade structural grade
<br />Douglas Fir surfaced Redwood, treated
<br />four sides.
<br />Hemlock or treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />Evenly Spaced -" "-_ fe " 91
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30" Size -
<br />Center on Barricade.
<br />m
<br />in
<br />i
<br />EINI D
<br />or Sign -Calif
<br />Hwy Code W31
<br />(30" x 30")
<br />NOTES:
<br />e a
<br />C-4 in
<br />2" Typ'
<br />1.
<br />One street sign is required
<br />Sign -Calif Hwy
<br />CENTER
<br />REFLECTOR
<br />at each intersection.
<br />J �
<br />ST
<br />Code Type NR
<br />2.
<br />Block numbers are acquired
<br />`a
<br />Uj
<br />(24" x 24")
<br />7MM4"x4"
<br />from the Son Joaquinin County
<br />MAIN
<br />SHEET
<br />100 E
<br />Redwood
<br />OF SIX
<br />Community Developement Department.
<br />aj
<br />3.
<br />See improvement plans for
<br />NOTES:
<br />location of traffic control devices.
<br />1/2" R (typ) N M 0
<br />4.
<br />The length of the streetsign
<br />to length
<br />varies due the of
<br />TYPICAL STREET SIGN
<br />Barricades to be
<br />the street name.
<br />5.
<br />See Standard Drawing No. R-23 for
<br />pipe
<br />2. Barricades " to be pointed white using 2
<br />coats of Exterior Alkyd Resin Hi -Gloss
<br />proposed sidewalk sign locations.
<br />„ „
<br />99BOO
<br />6.
<br />Stop signs shall be 30" for urban
<br />areas and for internal subdivision
<br />Cul -de -Sac only
<br />streets; 36" for rural areas and
<br />for streets which intersect County
<br />roadways, also to be preceded by
<br />BARRICADES FOR
<br />a W17, 36" stop ahead sign with
<br />TERMINATING
<br />STREETS
<br />appropriate pavement markings.
<br />MAIN 1oo-E
<br />2' clear to x
<br />0 t
<br />edge of T 0 P E Edge of pavement
<br />pavement iv or back of dike
<br />Stop and street
<br />sign location
<br />'3'-6" (4'-6") 6' rural
<br />7' urban
<br />to edge of pavement
<br />2' clear
<br />2" I. D. -� STOP AND STREET SIGN
<br />gals. pipe LOCATION DETAIL
<br />10"flatten pipe
<br />• In URBAN Locations
<br />3'-6" or more to face of post
<br />TYPICAL STOP AND STREET In RURAL Locations
<br />SIGN INSTALLATION 4'-6" or more to face of post
<br />I*X R.I..d M Approved by
<br />1 We 1207 TL STANDARD STREET
<br />SIGN DETAILS Dwedy Public Works
<br />uwp by JLD
<br />dye be COUNTY OF SAN JOAQUIN Dot* JUNE 1997
<br />slew NONE °w""n" ar Fuzee "°"° m-rg No. R-25
<br />REVISIONS W❑NG ENGINEERS, INC.
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />}�J{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />5209)476N001ALIFORNIA , n
<br />3/8" galvanized
<br />bolts & washers
<br />Reflector Sign -California Highway
<br />Code Type NR (24" x 24")
<br />2'
<br />at end
<br />I; I
<br />a
<br />I
<br />Reflectors symmetrically
<br />placed 12' t O.C.
<br />\\\
<br />6"x6" dense
<br />2"x8" select grade structural grade
<br />Douglas Fir surfaced Redwood, treated
<br />four sides.
<br />Hemlock or treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />Evenly Spaced -" "-_ fe " 91
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30" Size -
<br />Center on Barricade.
<br />m
<br />in
<br />i
<br />EINI D
<br />or Sign -Calif
<br />Hwy Code W31
<br />(30" x 30")
<br />,ll�r S RV n t
<br />JOB NO., 3338 TRACT 3172
<br />DATEI APRIL 2002 MICHAEL ESTATES
<br />SCALE! AS SHOWN
<br />DRAWN, SE DETAIL SHEET
<br />DATE 7-8-2002 DESIGN!
<br />R.C.E. 14269 CHECKED, ZCW
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />ti
<br />I
<br />Sign -Calif Hwy
<br />CENTER
<br />REFLECTOR
<br />'.t
<br />J �
<br />Code Type NR
<br />FOR TYPE
<br />99A99 BARRICADE
<br />Uj
<br />(24" x 24")
<br />7MM4"x4"
<br />ii
<br />SHEET
<br />6
<br />Redwood
<br />OF SIX
<br />aj
<br />or pressure treated
<br />NOTES:
<br />I
<br />Douglas Fir post
<br />or 2" I. D. galv.
<br />Barricades to be
<br />as wide as street R/W
<br />I1.
<br />pipe
<br />2. Barricades " to be pointed white using 2
<br />coats of Exterior Alkyd Resin Hi -Gloss
<br />TYPE
<br />„ „
<br />99BOO
<br />over a
<br />compatible primer.
<br />Cul -de -Sac only
<br />,1a.
<br />BARRICADES FOR
<br />FW IM PD
<br />TERMINATING
<br />STREETS
<br />Director of public Works
<br />a. or JLD
<br />dwawe by
<br />COUNTY OF SAN
<br />JOAQUIN
<br />bete JUNE 1997
<br />5,010 NONE
<br />� or ��
<br />Drewkq Na R-24
<br />,ll�r S RV n t
<br />JOB NO., 3338 TRACT 3172
<br />DATEI APRIL 2002 MICHAEL ESTATES
<br />SCALE! AS SHOWN
<br />DRAWN, SE DETAIL SHEET
<br />DATE 7-8-2002 DESIGN!
<br />R.C.E. 14269 CHECKED, ZCW
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />ti
<br />3�
<br />G N
<br />i
<br />� D)
<br />J �
<br />UjA
<br />Uj
<br />A�
<br />0o
<br />ii
<br />SHEET
<br />6
<br />OF SIX
<br />FILE
<br />
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