|
151709
<br />Sign - State of Calif. Hwy
<br />Code SW -42 (30"x30")
<br />r—R
<br />`a to Flatten pipe
<br />N N �(typ.)
<br />0
<br />TYPICAL SIGN
<br />TRAFF!,,SIGNS
<br />Dawe e7 JLD •
<br />Check" by COU:,! Y OF SAN JOAQUIN
<br />Scow NONE WMT.RNT Of PU9L1C WORKS
<br />ArT A II
<br />0 4�KAt
<br />ST. TYPEI
<br />Sc R/W
<br />WIDTH
<br />N
<br />NOTES:
<br />2" TYP•
<br />MAINTENANCE
<br />FACTOR
<br />SIGNS
<br />+ ,s, S U R; }
<br />A
<br />`:,v
<br />�•. ;..
<br />;T 3
<br />1.
<br />Signs shall be posted on 2" I.D. galv.
<br />p
<br />AIN
<br />I ST
<br />:: r .
<br />2.
<br />at each intersection.
<br />Block numbers are to be acquired
<br />/f�
<br />pipe in urban areas and either pipe or
<br />'p;
<br />EINI D
<br />from the San Joaquin County
<br />IL"
<br />�rG/4"0 Gap
<br />A
<br />4"x4" posts in rural areas.
<br />0
<br />65
<br />''o Sign -Calif
<br />DESIGN CRITERIA
<br />2.
<br />Stop sign sizes shall be 30" for
<br />l
<br />(typ)
<br />iv
<br />3.
<br />See improvement plans for
<br />urban areas and 36" for rural areas.
<br />I .70
<br />VAA/DAL
<br />-
<br />location of traffic control
<br />3.
<br />Sign - State of Calif. Hwy. Code
<br />SIGN
<br />4.
<br />devices.
<br />The length of the street sign
<br />PIPE WITH CONCRETE
<br />N Sign -Calif Hwy
<br />Lift I
<br />N
<br />holes I U-) Material: Cast iron
<br />SW -43 shall be posted at curves
<br />varies due to the length of
<br />Code Type NR
<br />'l I
<br />B"TYPE II
<br />�
<br />the street name.
<br />when needed.
<br />50'
<br />A
<br />5.
<br />See Standard Drawing No. R-23
<br />COAICRE7
<br />5
<br />N1
<br />1
<br />for proposed sidewalk
<br />4" x4" Redwood
<br />I I N
<br />T
<br />INTERSECTION
<br />SIGN
<br />I N
<br />(post
<br />across from
<br />intersection)
<br />T
<br />urban areas and 36" for rural
<br />2 1 /2' �
<br />TYPE „ B,R
<br />NOT A
<br />a
<br />THROUGH
<br />i CATCHBAt
<br />Ne.
<br />STREET
<br />--
<br />BARRICADES FOR
<br />N
<br />N
<br />SURVEY MONUMENT
<br />I
<br />1
<br />•C al uelq Wa•\]
<br />.4uWic WWIU
<br />— — — --
<br />I
<br />Sign - State of Calif.
<br />I-ERMINATING STREETS
<br />LINE FRO
<br />NeARBY
<br />(,"
<br />Hwy. Code W53 (24•'x24")
<br />CATCHBA
<br />IN IW11EN
<br />or as required by the
<br />APPL ICA
<br />E I
<br />FRAME & COVER ASSEMBLY
<br />Dr.WR e7 JLD
<br />Public Works Dept.
<br />C
<br />o
<br />�
<br />a
<br />a
<br />(w
<br />De.c..e e7
<br />COUNTY OF SAN JOAQUIN
<br />D°R• SEPT. 1991
<br />D� e7
<br />COUNTY OF SAN JOAQUIN
<br />0j
<br />0
<br />DEPMF4ENT Or PUSUC WORKS
<br />Dreai" Ne. R — 24
<br />4•'x4" Redwood or
<br />k°4 NONE
<br />I
<br />D,,,^" N,. R -7R
<br />pressure treated Douglas
<br />t\
<br />Fir post (typ.) or
<br />2" I.D. gale. as
<br />`CONCRETE
<br />BASE
<br />required
<br />`a to Flatten pipe
<br />N N �(typ.)
<br />0
<br />TYPICAL SIGN
<br />TRAFF!,,SIGNS
<br />Dawe e7 JLD •
<br />Check" by COU:,! Y OF SAN JOAQUIN
<br />Scow NONE WMT.RNT Of PU9L1C WORKS
<br />ArT A II
<br />0 4�KAt
<br />MAIN too -e
<br />UK
<br />6' rural
<br />7' urban
<br />X
<br />0
<br />E
<br />N
<br />1�N
<br />Edge of pavement
<br />or back of dike
<br />L ;v
<br />_10 Stop and street
<br />1 sign location
<br />2" I. D. galv.--Li iv
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />10" flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />Ne. A.vWN STANDARD STREET
<br />SIGN DETAILS V
<br />Drown CT JLD (WITHOUT SIDEWALK)
<br />D.4 SEPT. 1991 c ..a by COUNTY OF SAN JOAQUIN D.RW SEPT. 1991
<br />DI.•:w "°• sP.M NONE WARTWKT OF PUMX WORKS D•ea••R Ke. R - 25
<br />DETAIL
<br />12"
<br />Dia. or Sq.
<br />6" h—
<br />A. C ,q•
<br />;a0000a000aoao°o s"
<br />o° °°
<br />000,0 0 or
<br />A.B. ?soP°a°o e,?oo n
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />ST. TYPEI
<br />Sc R/W
<br />WIDTH
<br />N
<br />NOTES:
<br />2" TYP•
<br />MAINTENANCE
<br />FACTOR
<br />of ,
<br />+ ,s, S U R; }
<br />A
<br />`:,v
<br />�•. ;..
<br />;T 3
<br />1.
<br />One street sign is required
<br />p
<br />AIN
<br />I ST
<br />:: r .
<br />2.
<br />at each intersection.
<br />Block numbers are to be acquired
<br />/f�
<br />I �l 100 E
<br />'p;
<br />EINI D
<br />from the San Joaquin County
<br />IL"
<br />�rG/4"0 Gap
<br />A
<br />30'
<br />Community Developement
<br />65
<br />''o Sign -Calif
<br />DESIGN CRITERIA
<br />I
<br />Department.
<br />1/2" R
<br />(typ)
<br />iv
<br />3.
<br />See improvement plans for
<br />`r- --�
<br />I .70
<br />VAA/DAL
<br />-
<br />location of traffic control
<br />TYPICAL
<br />STREET
<br />SIGN
<br />4.
<br />devices.
<br />The length of the street sign
<br />PIPE WITH CONCRETE
<br />N Sign -Calif Hwy
<br />Lift I
<br />N
<br />holes I U-) Material: Cast iron
<br />I
<br />varies due to the length of
<br />Code Type NR
<br />'l I
<br />B"TYPE II
<br />�
<br />the street name.
<br />ED
<br />50'
<br />A
<br />5.
<br />See Standard Drawing No. R-23
<br />COAICRE7
<br />5
<br />for proposed sidewalk
<br />4" x4" Redwood
<br />I I N
<br />sign locations.
<br />or pressure treated
<br />I N
<br />6.
<br />Stop signs shall be 30" for
<br />Douglas Fir post
<br />N or 2" 1. D. galv.
<br />pipe
<br />T
<br />urban areas and 36" for rural
<br />2 1 /2' �
<br />TYPE „ B,R
<br />areas.
<br />MAIN too -e
<br />UK
<br />6' rural
<br />7' urban
<br />X
<br />0
<br />E
<br />N
<br />1�N
<br />Edge of pavement
<br />or back of dike
<br />L ;v
<br />_10 Stop and street
<br />1 sign location
<br />2" I. D. galv.--Li iv
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />10" flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />Ne. A.vWN STANDARD STREET
<br />SIGN DETAILS V
<br />Drown CT JLD (WITHOUT SIDEWALK)
<br />D.4 SEPT. 1991 c ..a by COUNTY OF SAN JOAQUIN D.RW SEPT. 1991
<br />DI.•:w "°• sP.M NONE WARTWKT OF PUMX WORKS D•ea••R Ke. R - 25
<br />DETAIL
<br />12"
<br />Dia. or Sq.
<br />6" h—
<br />A. C ,q•
<br />;a0000a000aoao°o s"
<br />o° °°
<br />000,0 0 or
<br />A.B. ?soP°a°o e,?oo n
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />4 -
<br />ET
<br />0
<br />4 '40 5TEEL COMC F/LLED POST
<br />4 - pL,OGEO SYMETX/C,4LL y
<br />0 O gGGREG,GTE �E'R�MET6�
<br />M
<br />6"Iyer w�shad
<br />�°99re9vte
<br />e pLW raF-IJI/. COF14-IzETE PI PE P�-otldGre✓
<br />f`F-^m t% # GTr-^-m, ;,F—
<br />TY-RE I - A /O/ A /OB
<br />TYPE j-- 414411
<br />144 W/ FRAME
<br />50L/O FRAME FOR ✓UACT/ON BOX
<br />3'
<br />TyP.
<br />ST. TYPEI
<br />Sc R/W
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />IHEIGHT ,
<br />AVERAGE
<br />MAINTAINED
<br />FCOTCANDLE
<br />MAINTENANCE
<br />FACTOR
<br />of ,
<br />+ ,s, S U R; }
<br />A
<br />`:,v
<br />�•. ;..
<br />;T 3
<br />Major arterial
<br />110•
<br />A
<br />I 30'
<br />:: r .
<br />GRADED
<br />I
<br />Imo,
<br />I A
<br />'p;
<br />EINI D
<br />1,T
<br />IL"
<br />�rG/4"0 Gap
<br />A
<br />30'
<br />.26 I
<br />65
<br />''o Sign -Calif
<br />DESIGN CRITERIA
<br />I
<br />%
<br />Hwy Code W31
<br />Residential
<br />50'
<br />ECURE
<br />SEslsmAlr
<br />(30"' x 30")
<br />`r- --�
<br />I .70
<br />VAA/DAL
<br />-
<br />1/16" raised letters
<br />Frame
<br />p¢"0 TYPE S
<br />�•'.
<br />1 .17
<br />.70
<br />Cover
<br />Tv
<br />PIPE WITH CONCRETE
<br />N Sign -Calif Hwy
<br />Lift I
<br />N
<br />holes I U-) Material: Cast iron
<br />I
<br />Code Type NR
<br />'l I
<br />B"TYPE II
<br />�
<br />(247 x 24")
<br />ED
<br />50'
<br />A
<br />TYPE Ilii
<br />100
<br />COAICRE7
<br />5
<br />• %
<br />4" x4" Redwood
<br />I I N
<br />I I
<br />or pressure treated
<br />I N
<br />H
<br />Douglas Fir post
<br />N or 2" 1. D. galv.
<br />pipe
<br />I
<br />1/4-
<br />/ N
<br />2 1 /2' �
<br />TYPE „ B,R
<br />1 1/2.. 6" H � 1/4..
<br />Cul de Sac only
<br />—_—
<br />Diameter
<br />SECTION A—A
<br />i CATCHBAt
<br />Ne.
<br />RereN 0,
<br />--
<br />BARRICADES FOR
<br />AP by
<br />Ne. RevwM 9Y
<br />SURVEY MONUMENT
<br />of
<br />•C al uelq Wa•\]
<br />.4uWic WWIU
<br />— — — --
<br />I
<br />FLOW
<br />I-ERMINATING STREETS
<br />LINE FRO
<br />NeARBY
<br />(,"
<br />I
<br />CATCHBA
<br />IN IW11EN
<br />APPL ICA
<br />E I
<br />FRAME & COVER ASSEMBLY
<br />Dr.WR e7 JLD
<br />Drown S7 JLD
<br />1
<br />(w
<br />De.c..e e7
<br />COUNTY OF SAN JOAQUIN
<br />D°R• SEPT. 1991
<br />D� e7
<br />COUNTY OF SAN JOAQUIN
<br />ome SEPT. 1991
<br />DEPMF4ENT Or PUSUC WORKS
<br />Dreai" Ne. R — 24
<br />DEPARTWMT Or PvnJC WORKS
<br />k°4 NONE
<br />a wio NONE
<br />D,,,^" N,. R -7R
<br />4 -
<br />ET
<br />0
<br />4 '40 5TEEL COMC F/LLED POST
<br />4 - pL,OGEO SYMETX/C,4LL y
<br />0 O gGGREG,GTE �E'R�MET6�
<br />M
<br />6"Iyer w�shad
<br />�°99re9vte
<br />e pLW raF-IJI/. COF14-IzETE PI PE P�-otldGre✓
<br />f`F-^m t% # GTr-^-m, ;,F—
<br />TY-RE I - A /O/ A /OB
<br />TYPE j-- 414411
<br />144 W/ FRAME
<br />50L/O FRAME FOR ✓UACT/ON BOX
<br />3'
<br />TyP.
<br />DETAIL: CATCHBASIN
<br />TYPES I , II ,III
<br />NO SCALE
<br />STREET
<br />CLASSIFICATION
<br />ST. TYPEI
<br />Sc R/W
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />IHEIGHT ,
<br />AVERAGE
<br />MAINTAINED
<br />FCOTCANDLE
<br />MAINTENANCE
<br />FACTOR
<br />of ,
<br />110'
<br />A
<br />`:,v
<br />�•. ;..
<br />.65
<br />Major arterial
<br />110•
<br />A
<br />I 30'
<br />:: r .
<br />GRADED
<br />I
<br />Imo,
<br />I A
<br />'p;
<br />•35 I
<br />SUBGRADE
<br />IL"
<br />�rG/4"0 Gap
<br />A
<br />30'
<br />.26 I
<br />65
<br />220
<br />DESIGN CRITERIA
<br />I
<br />%
<br />JLD
<br />Residential
<br />50'
<br />ECURE
<br />SEslsmAlr
<br />�;
<br />.13
<br />I .70
<br />VAA/DAL
<br />-
<br />fRAA4E TO
<br />p¢"0 TYPE S
<br />�•'.
<br />1 .17
<br />.70
<br />HOLD DOWN
<br />Tv
<br />PIPE WITH CONCRETE
<br />150
<br />220'
<br />I
<br />B"TYPE II
<br />�
<br />ED
<br />50'
<br />A
<br />TYPE Ilii
<br />100
<br />COAICRE7
<br />5
<br />• %
<br />P/PE
<br />o
<br />CEJ
<br />I I
<br />I
<br />I
<br />H
<br />AT END OF LINE
<br />i CATCHBAt
<br />— — ---1
<br />SLOPE BOTtTOM
<br />CONGRETB
<br />— — — --
<br />I
<br />FLOW
<br />I
<br />LINE FRO
<br />NeARBY
<br />(,"
<br />I
<br />CATCHBA
<br />IN IW11EN
<br />APPL ICA
<br />E I
<br />1
<br />L
<br />—
<br />J
<br />\
<br />J .
<br />`CONCRETE
<br />BASE
<br />DETAIL: CATCHBASIN
<br />TYPES I , II ,III
<br />NO SCALE
<br />STREET
<br />CLASSIFICATION
<br />ST. TYPEI
<br />Sc R/W
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />IHEIGHT ,
<br />AVERAGE
<br />MAINTAINED
<br />FCOTCANDLE
<br />MAINTENANCE
<br />FACTOR
<br />Expressway
<br />110'
<br />A
<br />I 30'
<br />57
<br />.65
<br />Major arterial
<br />110•
<br />A
<br />I 30'
<br />.54 I
<br />.65
<br />Minor arterial
<br />84'
<br />I A
<br />I 30'
<br />•35 I
<br />.65
<br />Collector/
<br />Industrial/
<br />Commercial
<br />60'
<br />A
<br />30'
<br />.26 I
<br />65
<br />220
<br />DESIGN CRITERIA
<br />I
<br />%
<br />JLD
<br />Residential
<br />50'
<br />A
<br />30'
<br />.13
<br />I .70
<br />Pedestrian lane
<br />-
<br />A
<br />l 30'
<br />1 .17
<br />.70
<br />60'
<br />A
<br />30'
<br />150
<br />220'
<br />I
<br />I
<br />COLLECTOR/
<br />RESIDENTIAL
<br />50'
<br />A
<br />I
<br />100
<br />1 200'
<br />II
<br />o
<br />CEJ
<br />I I
<br />I
<br />I
<br />NOTES:
<br />STREET
<br />TYPE
<br />AND
<br />R/W
<br />WIDTH
<br />1. Street Lighting
<br />designs not, meeting the spacing
<br />guidelines per
<br />Standard Drawing RJ 34 shall be
<br />designed to meet the above average maintained
<br />footcandle for
<br />the appropriate street classification.
<br />2. Lumens used
<br />to calculate the Average Maintained
<br />Footcandle shall be 80% of the initial lumen value
<br />rated by the
<br />'
<br />lamp manufacturer. 1
<br />180
<br />R.N..
<br />III
<br />MAJOR ARTERIAL
<br />STREET LIGHTING
<br />APr A
<br />30'
<br />250
<br />220
<br />220
<br />III
<br />MINOR ARTERIAL
<br />..24 ,°...
<br />A
<br />W
<br />150
<br />220
<br />DESIGN CRITERIA
<br />III
<br />%
<br />JLD
<br />COLLECTOR/
<br />INDUSTRIAL/
<br />COMMERCIAL
<br />Q
<br />CA... e,
<br />I
<br />COUNTY OF SAN JCAQUIN
<br />DEPARTMENT OF PU9UC W'MKS
<br />D0" SEPT. 1991
<br />N., Ne. R — i3
<br />9b. NONE
<br />TYPE "A"
<br />c�
<br />c
<br />c
<br />0
<br />E
<br />0
<br />0
<br />Z
<br />SYMBOLS
<br />PROPOSED EXISTING
<br />r-� i
<br />Type ..A.• �_�-- � � Type ..A.,
<br />MCA
<br />STREET LIGHTING
<br />POLES AND SYMBOLS
<br />JLD I
<br />COUNTY CF SAN JCAQUIN SEPT. 1991
<br />li en NONE DEPARTUEM Of eu9LK: WORKS 0a , Ne. R — 32
<br />STREET
<br />CLASSIFICATION
<br />STREET
<br />TYPE
<br />AND
<br />R/W
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />HEIGHT
<br />HIGH
<br />PRESSURE
<br />SODIUM
<br />LAMP
<br />WATTAGE
<br />FRONT ON
<br />LOT
<br />I BACK ONLIGHT
<br />LOT
<br />DISTRIBUTION
<br />PATTERN
<br />MIDBLOCK
<br />LOCATION
<br />SPACING
<br />(ONE SIDE ONLY)
<br />EXPRESSWAY
<br />110'
<br />A
<br />30'
<br />250
<br />180
<br />180
<br />III
<br />MAJOR ARTERIAL
<br />110'
<br />A
<br />30'
<br />250
<br />220
<br />220
<br />III
<br />MINOR ARTERIAL
<br />84'
<br />A
<br />30'
<br />150
<br />220
<br />220
<br />III
<br />SPACING (BOTH SIDES)
<br />COLLECTOR/
<br />INDUSTRIAL/
<br />COMMERCIAL
<br />Q
<br />�
<br />02Mood
<br />Z
<br />U
<br />12
<br />60'
<br />A
<br />30'
<br />150
<br />220'
<br />II
<br />COLLECTOR/
<br />RESIDENTIAL
<br />50'
<br />A
<br />30'
<br />100
<br />1 200'
<br />II
<br />o
<br />CEJ
<br />NOTES
<br />1. Lomp wattage shown is for high pressure sodium lamp only. Design criteria must be submitted for
<br />all other lamps.
<br />2. Spacing may be adjusted ±10% to allow for driveways.
<br />3. Back -on lot spacing may be adjusted to 330 ft. if both sides of the street ore lighted.
<br />4M.P RT
<br />.. STREET LIGHT
<br />I I I
<br />POLE SPACING GUIDE ( M
<br />JLD I
<br />C, PT I COUNTY OF SAN JCAQUIN DaM SEPT. 991
<br />SceW NONE DESA CNT M PUBUC WDRKS Pe.�rp N.. — •.
<br />1
<br />/V 7-8 93
<br />1Z.1�
<br />SIEGFRIED ENGINEERING, Inc.
<br />Civil Engineering • Land Surveying ■ Structural Engineering ■ Planning
<br />11
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