|
•
<br />M
<br />A
<br />1/2" PATTERN LETTERS
<br />COVER
<br />MACHINED
<br />SEATING
<br />SURFACES
<br />SUR IV V1%
<br />358"R 334
<br />M0NU
<br />1 /2"X 1FRAME
<br />LIFT00
<br />_
<br />HOLES I /
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. 22 LBS.
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />CONFORMING TO A.W.W.A. C203.
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER.
<br />REVISION I DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED
<br />COUNTY OF SAN JOAQUIN
<br />F PU
<br />SURVEY MONUMENT SAN JOA VMK DAVE
<br />DIRECTOR OF P1leuC woRxs
<br />FRAME & COVER IMPROVEMENT CW_M1
<br />STANDARD NO.
<br />Sign - State of Calif. Hwy Sign- State of Calif. Hwy.
<br />Code SW -42 (30"00") Code W-57 (24"x48")
<br />r�
<br />°
<br />1-1 °
<br />0 1
<br />TYPICAL SIGN
<br />w ey
<br />"omff'°w2M MTRAFFIC SIGNS vr• y e
<br />Dr"n by JLD
<br />a,.o*.
<br />COUNTY OF SAN JOAQUIN
<br />JUNE 1997
<br />• NONE OUNUMEW of rueuc woiacs t>na N• R - 26
<br />REVISIONS
<br />DESCRIPTION DATE i BY
<br />pas aCrOS$
<br />TOm
<br />In BrseC Ian
<br />I
<br />�
<br />/ ° � I
<br />appurtenances shall conform
<br />FRAME
<br />N
<br />to P.G.&E. Standards and
<br />SIGNS
<br />moved to within 7'
<br />PER COUNTYWIDE STANDARDS •" +'
<br />0 1.
<br />Signs shall be
<br />posted on 2" I.D. gals.
<br />' 50' min.
<br />R�gO.
<br />°pipe
<br />in urban
<br />areas and either pipe or °
<br />NOT A
<br />0
<br />4 x4" posts in
<br />rural areas.
<br />o2.
<br />proposed sidewalk sign locations.
<br />Stop sign sizes shall be 30" for "
<br />FOR GRADE (GROUT IN PLACE)
<br />1
<br />urban areas and 36 for rural areas.
<br />c prior to County acceptance of
<br />0 3.
<br />Sign - State
<br />of Calif. Hwy. Code
<br />2%
<br />0
<br />SW -43 shall be posted at curves I <;
<br />N
<br />°
<br />when needed.
<br />a 24• MIN'
<br />LANE REDUCTION
<br />0 4.
<br />All signs shall
<br />be reflective sheeting. 0
<br />sign - state of Calif.
<br />B
<br />CONCRETE CONE m
<br />°
<br />°
<br />770°
<br />0
<br />Hwy. Code W53 (24"x24")
<br />Sign - State of Calif. °
<br />SIGNING
<br />I O
<br />4'
<br />Hwy. Code "type N -Y" °
<br />or as required by the
<br />`~ °
<br />W
<br />24"x24" (reflective °
<br />a'
<br />-- - 0
<br />Public Works Dept.
<br />yellow background) 0
<br />T
<br />INTERSECTION
<br />SIGN
<br />°
<br />\�\\;
<br />+�
<br />�
<br />( t f
<br />' t t' )
<br />o✓���
<br />/ \
<br />°
<br />1-1 °
<br />0 1
<br />TYPICAL SIGN
<br />w ey
<br />"omff'°w2M MTRAFFIC SIGNS vr• y e
<br />Dr"n by JLD
<br />a,.o*.
<br />COUNTY OF SAN JOAQUIN
<br />JUNE 1997
<br />• NONE OUNUMEW of rueuc woiacs t>na N• R - 26
<br />REVISIONS
<br />DESCRIPTION DATE i BY
<br />pas aCrOS$
<br />TOm
<br />In BrseC Ian
<br />I
<br />�
<br />/ ° � I
<br />appurtenances shall conform
<br />FRAME
<br />& COVER . ADJUST TO GRADE
<br />to P.G.&E. Standards and
<br />' * Crown line can be
<br />moved to within 7'
<br />PER COUNTYWIDE STANDARDS •" +'
<br />I of outside curb.
<br />� 00 E
<br />2. Street light locations at
<br />' 50' min.
<br />R�gO.
<br />{
<br />intersections shall be approved
<br />=
<br />NOT A
<br />by S.J. Co. Department of
<br />INSTALL GRADE RINGS AS REQUIRED
<br />o
<br />Public Works.
<br />proposed sidewalk sign locations.
<br />THROUGH
<br />FOR GRADE (GROUT IN PLACE)
<br />1
<br />°
<br />c prior to County acceptance of
<br />-
<br />STREET
<br />K
<br />2%
<br />a
<br />a
<br />N
<br />N
<br />I„1
<br />62 with P.G.&E. to either install
<br />a 24• MIN'
<br />LANE REDUCTION
<br />PRECAST REINFORCED CONCENTRIC
<br />CV
<br />"
<br />sign - state of Calif.
<br />Black symbol on
<br />CONCRETE CONE m
<br />0
<br />„
<br />a
<br />Hwy. Code W53 (24"x24")
<br />edge of
<br />SIGNING
<br />pavement N
<br />4'
<br />41
<br />or as required by the
<br />CURVE DATA
<br />W
<br />.
<br />a'
<br />0
<br />Public Works Dept.
<br />�1>75' use R=25'
<br />Stop and street
<br />to edge of pavement 0
<br />65' to 75' use R =
<br />0
<br />+�
<br />�
<br />1.
<br />Center the lane reduction sign
<br />a
<br />v
<br />Tom.
<br />ll N
<br />cb R=R_R+ 10'
<br />behind Type A barricade
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 468-3088 for approved
<br />Q
<br />o(barricade
<br />I
<br />BANDED WITH MORTAR ON
<br />to be placed on a
<br />x
<br />o
<br />o -�
<br />2" X 2" Square Perforated Steel
<br />`N
<br />skew with Type N --Y signs
<br />attached).
<br />°
<br />� 997
<br />o
<br />Tubing w/Penetrator Anchor
<br />maximum =
<br />3.8%; minimum = 1 X.
<br />n
<br />3. All facilities
<br />(curb, gutter, sidewalk, AC dike, and
<br />(Contact S.J. County Traffic
<br />2.
<br />Place Class 1 flexible post
<br />of way line.
<br />0
<br />Maintenance Divlsfon (209) 488-3068
<br />a "
<br />delineators (Cal Trans A73C) at a
<br />hrrwd br
<br />0
<br />for approved list of vendors.)
<br />SU PERELEVATED
<br />KNUCKLE
<br />10 : 1 taper preceding the
<br />°
<br />Type A barricade (minimum of
<br />4 ...
<br />W\�
<br />0
<br />COUNTY OF SAN JOAQUIN
<br />DOMIAM W MRW woks
<br />5 delineators).
<br />S"s NONE
<br />to
<br />\
<br />3.
<br />Pavement lane reduction arrows.
<br />N0
<br />4.
<br />W 11, transition sign.
<br />°
<br />1-1 °
<br />0 1
<br />TYPICAL SIGN
<br />w ey
<br />"omff'°w2M MTRAFFIC SIGNS vr• y e
<br />Dr"n by JLD
<br />a,.o*.
<br />COUNTY OF SAN JOAQUIN
<br />JUNE 1997
<br />• NONE OUNUMEW of rueuc woiacs t>na N• R - 26
<br />REVISIONS
<br />DESCRIPTION DATE i BY
<br />h" 5#-1011 NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES 33" DIAMETER AND SMALLER.
<br />2[]. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO A.S.T.M. C-478
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN -'-PLACE).
<br />[� INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PVC PIPE INSTALLATIONS.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />TYPE I SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS
<br />MAINTENANCE HOLE STANDARDENT NO. CW -S7
<br />NOTES:
<br />NOTES:
<br />1. All street lighting and
<br />MAINTENANCE HOLE
<br />I
<br />�
<br />at each intersection.
<br />appurtenances shall conform
<br />FRAME
<br />& COVER . ADJUST TO GRADE
<br />to P.G.&E. Standards and
<br />' * Crown line can be
<br />moved to within 7'
<br />PER COUNTYWIDE STANDARDS •" +'
<br />I of outside curb.
<br />� 00 E
<br />2. Street light locations at
<br />' 50' min.
<br />R�gO.
<br />PAVEMENT
<br />intersections shall be approved
<br />R� r40As
<br />:4 5:
<br />by S.J. Co. Department of
<br />INSTALL GRADE RINGS AS REQUIRED
<br />Q A
<br />Public Works.
<br />proposed sidewalk sign locations.
<br />Nq
<br />FOR GRADE (GROUT IN PLACE)
<br />1
<br />'�1
<br />c prior to County acceptance of
<br />-
<br />12" MAXIMUM.
<br />K
<br />2%
<br />a
<br />a
<br />,
<br />+cmw"
<br />62 with P.G.&E. to either install
<br />a 24• MIN'
<br />Ston °
<br />ro �
<br />�s
<br />PRECAST REINFORCED CONCENTRIC
<br />CV
<br />•
<br />Black symbol on
<br />CONCRETE CONE m
<br />0
<br />„
<br />2' clear to a
<br />STOP E
<br />Z
<br />edge of
<br />=
<br />pavement N
<br />4'
<br />41
<br />E
<br />CURVE DATA
<br />W
<br />.
<br />a'
<br />U
<br />0
<br />or back of dike
<br />�1>75' use R=25'
<br />Stop and street
<br />to edge of pavement 0
<br />65' to 75' use R =
<br />V
<br />+�
<br />�
<br />S
<br />a5"
<br />ALL JOINTS SHALL BE SET
<br />Cr
<br />0
<br />Tom.
<br />ll N
<br />cb R=R_R+ 10'
<br />ON FULL MORTARED BED AND
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 468-3088 for approved
<br />Q
<br />I '
<br />I
<br />BANDED WITH MORTAR ON
<br />3'-6" or more to face of, post
<br />SIGN INSTALLATION
<br />4
<br />�,
<br />4I
<br />q'
<br />BOTH INTERIOR AND EXTERIOR
<br />`N
<br />o
<br />°
<br />� 997
<br />SURFACES.
<br />.-
<br />maximum =
<br />3.8%; minimum = 1 X.
<br />°' '
<br />3. All facilities
<br />(curb, gutter, sidewalk, AC dike, and
<br />Dote JUNE 1997
<br />Drawing No. R-25
<br />edge of pavement) shall be equidistant to the right
<br />of way line.
<br />4
<br />a "
<br />HAND FINISH SLOPES
<br />hrrwd br
<br />SU PERELEVATED
<br />KNUCKLE
<br />areow• a a
<br />o,w,,,, tv JLD
<br />4 ...
<br />.' d.
<br />,24" MAX.4.
<br />COUNTY OF SAN JOAQUIN
<br />DOMIAM W MRW woks
<br />+.
<br />S"s NONE
<br />e
<br />6
<br />h" 5#-1011 NOTES: UNDISTURBED EARTH
<br />1. FOR PIPES 33" DIAMETER AND SMALLER.
<br />2[]. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY
<br />PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO A.S.T.M. C-478
<br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN -'-PLACE).
<br />[� INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR
<br />PVC PIPE INSTALLATIONS.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />TYPE I SAN JOAQUIN COUNTY DATE
<br />DIRECTOR OF PUBLIC WORKS
<br />MAINTENANCE HOLE STANDARDENT NO. CW -S7
<br />LOCAL RESIDENTIAL AN
<br />COLLECTOR RESIDENTIAL
<br />R/w
<br />6'
<br />Y
<br />Q
<br />0
<br />2' 48
<br />MIN.
<br />U.1
<br />Y
<br />o©
<br />U_
<br />�0
<br />Lv 0
<br />4' 61
<br />MIN, MIN.
<br />RURAL ROADS
<br />Jum,"? n STREET LIGHTING
<br />4 gm M POLES AND SYMBOLS
<br />o� w JLD
<br />R/W
<br />awd" by De- JUNE 1997 SEAL:
<br />+• NONE O,y
<br />Deur of c via" D►a�uw s�. pFESS/
<br />., I
<br />NOTES:
<br />NOTES:
<br />1. All street lighting and
<br />'
<br />I
<br />�
<br />at each intersection.
<br />appurtenances shall conform
<br />�x
<br />to P.G.&E. Standards and
<br />' * Crown line can be
<br />moved to within 7'
<br />Specifications.
<br />I of outside curb.
<br />� 00 E
<br />2. Street light locations at
<br />' 50' min.
<br />R�gO.
<br />C
<br />intersections shall be approved
<br />R� r40As
<br />r 1/2" R (typ) C\
<br />M
<br />by S.J. Co. Department of
<br />W
<br />Q A
<br />Public Works.
<br />proposed sidewalk sign locations.
<br />Nq
<br />3. Street lights shall be energized
<br />1
<br />'�1
<br />c prior to County acceptance of
<br />streets; 36" for rural areas and
<br />,0, ?x
<br />the improvements. Advance
<br />2%
<br />IVO
<br />arrangements shall be made
<br />+cmw"
<br />62 with P.G.&E. to either install
<br />M A I NST 01
<br />Ston °
<br />ro �
<br />�s
<br />the street lights, or agree to
<br />Right ^ of way
<br />accept them.
<br />E
<br />Black symbol on
<br />R/W
<br />0
<br />„
<br />2' clear to a
<br />STOP E
<br />Z
<br />edge of
<br />12'
<br />pavement N
<br />EDGE OF GUTTER
<br />41
<br />E
<br />CURVE DATA
<br />MIN.
<br />;o
<br />Edge of pavement
<br />U
<br />0
<br />or back of dike
<br />�1>75' use R=25'
<br />Stop and street
<br />to edge of pavement 0
<br />65' to 75' use R =
<br />V
<br />T
<br />FACE
<br />OF m
<br />v o
<br />CURB
<br />Tom.
<br />ll N
<br />LOCAL RESIDENTIAL AN
<br />COLLECTOR RESIDENTIAL
<br />R/w
<br />6'
<br />Y
<br />Q
<br />0
<br />2' 48
<br />MIN.
<br />U.1
<br />Y
<br />o©
<br />U_
<br />�0
<br />Lv 0
<br />4' 61
<br />MIN, MIN.
<br />RURAL ROADS
<br />Jum,"? n STREET LIGHTING
<br />4 gm M POLES AND SYMBOLS
<br />o� w JLD
<br />R/W
<br />awd" by De- JUNE 1997 SEAL:
<br />+• NONE O,y
<br />Deur of c via" D►a�uw s�. pFESS/
<br />., I
<br />NOTES:
<br />f
<br />0
<br />'
<br />I
<br />�
<br />at each intersection.
<br />•
<br />�x
<br />Ul .moi
<br />' * Crown line can be
<br />moved to within 7'
<br />ST
<br />MAIN
<br />I of outside curb.
<br />� 00 E
<br />of traffic control devices.
<br />' 50' min.
<br />R�gO.
<br />C
<br />R� r40As
<br />r 1/2" R (typ) C\
<br />M
<br />the street name.
<br />W
<br />Q A
<br />1
<br />proposed sidewalk sign locations.
<br />Nq
<br />3
<br />1
<br />'�1
<br />streets; 36" for rural areas and
<br />,0, ?x
<br />for streets which intersect County
<br />2%
<br />IVO
<br />See Note 7
<br />+cmw"
<br />appropriate pavement markings.
<br />M A I NST 01
<br />Ston °
<br />ro �
<br />�s
<br />1.5%
<br />1 ,L '� �
<br />Right ^ of way
<br />5.D5"
<br />Black symbol on
<br />yellow background
<br />„
<br />2' clear to a
<br />STOP E
<br />pID 1 X
<br />edge of
<br />12'
<br />pavement N
<br />EDGE OF GUTTER
<br />'
<br />E
<br />CURVE DATA
<br />I
<br />;o
<br />Edge of pavement
<br />or back of dike
<br />�1>75' use R=25'
<br />Stop and street
<br />to edge of pavement 0
<br />65' to 75' use R =
<br />30'
<br />T
<br />55' to 65' use R =
<br />40'
<br />v o
<br />c
<br />ll N
<br />cb R=R_R+ 10'
<br />°
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 468-3088 for approved
<br />�R=R.R+W/2 I
<br />list of vendom.)
<br />* In URBAN Locations
<br />0�
<br />11:�
<br />3'-6" or more to face of, post
<br />SIGN INSTALLATION
<br />N
<br />NOTES:
<br />STANDARD STREET
<br />SIGN DETAILS
<br />•s by
<br />1. Elevations are required where circled.
<br />� 997
<br />2. Limits of slope, crown line to outside gutter,
<br />Noven bu 2003 Dm
<br />maximum =
<br />3.8%; minimum = 1 X.
<br />3. All facilities
<br />(curb, gutter, sidewalk, AC dike, and
<br />Dote JUNE 1997
<br />Drawing No. R-25
<br />edge of pavement) shall be equidistant to the right
<br />of way line.
<br />Ifo NOV er
<br />hrrwd br
<br />SU PERELEVATED
<br />KNUCKLE
<br />areow• a a
<br />o,w,,,, tv JLD
<br />Does JUNE 1997
<br />Cho* kw
<br />COUNTY OF SAN JOAQUIN
<br />DOMIAM W MRW woks
<br />R _ 19
<br />S"s NONE
<br />�ti0 SES F. S ( e
<br />JOB NO. : 031031 P2NOA r �� 0,-15372 �'y y�
<br />DATE : 10/10/05 2:33 p.m. Ca rri
<br />SCALE HORlz.: CY- EXP. 3--31--07
<br />SCALE VERT.
<br />DRAWN : �9T 1 V
<br />DESIGN : OF C A1-�F
<br />CHECK ;
<br />3/8" galvanized Reflector Sign -California Highway
<br />bolts &washers Code Type NR (24",x 24")
<br />at end r
<br />_
<br />co
<br />efi �
<br />I
<br />Reflectors symmetrically N
<br />placed 12' t O.C.
<br />6"x6" dense
<br />2"x8" select grade structural grade = R
<br />Douglas Fir surfaced Rec;wood, treated I
<br />four sides. Hemlock or treated •I
<br />Douglas Fir surfaced w-
<br />12' Max. four sides.
<br />Evenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Calif. Hwy. <,
<br />Code W31, 30" Size
<br />Center on Barricade.
<br />_ ND
<br />Reflective
<br />m Sign --Calif
<br />_ Hwy Code W31
<br />END Q (30" x 30")
<br />Ref lective
<br />CENTER REFLECTOR 4 sign -Calif Hwy
<br />�r ° Code Type NR
<br />FOR TYPE "A" BARRICADE a (24" x 24")
<br />o ���
<br />��
<br />° 2" X 2' Square Perforated Steel
<br />�p ° Tubing w/Penetrator Anchor
<br />NOTES • • l a "Ulti--Mate" Sign Support System
<br />�V ° (Contact S.J. Coutdy Traffic Maintenance
<br />1. Barricades to be as wide as street R/W �T o liivI
<br />c list st of (209) 488-3088 for approved
<br />of vendors.)
<br />2. Barricc des to be painted white using 2 �! ��
<br />coats of "Exterior Alkyd Resin Hi -Gloss TYPE B
<br />Enamel" over a compatible primer.
<br />Cul -de -Sac only
<br />A*mW by
<br />Io. F. b�996 PD BARRICADES FOR
<br />2 Nov. 2003 DOIS TERMINATING STREETS WroyWr 9f Pubito ftb
<br />ow- er JLD
<br />awokww COUNTY OF SAN JOAQUIN I Doc. JUNE 1997
<br />so* NONE DOWDAW of AA= ww" Dmwing tato. R--24
<br />EARNEST R SMITH - CIVIL ENGINEER
<br />` 221 WEST OAK STREET, SUITE B--2 PHONE (209) 334-6523
<br />LODI, CALIFORNIA 95240 FAX (209) 334-2611
<br />DATE:
<br />R.C.E. NO.: 15372
<br />COUNTY OF SAN JOAQUINE. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07
<br />1 1/4"
<br />%00000\
<br />\aooDo�;
<br />:HIKED
<br />TING
<br />FACES
<br />18 1/4
<br />22 1/4
<br />NOTES: SECTION A -A
<br />1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING
<br />TO ASTM A--48-30.
<br />2. FRAME AND GRATE SHALL BE HS20--44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. 65 LBS.
<br />4. GRATE SHALL WEIGH APPROX. 78 LBS.
<br />5. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN
<br />6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY.
<br />7. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE.
<br />® 1/4" X 6" U BOLT CAST INTO GRATE AND FRAME
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />18" STORM DRAIN I N LET DIRECTOR OF PuauC WORKS
<br />FRAME & GRATE IMPROVEMENT CW -M7
<br />STANDARD NO.
<br />�
<br />NOTES:
<br />f
<br />0
<br />fi
<br />I
<br />�
<br />at each intersection.
<br />z
<br />W
<br />2. Block numbers are to be acquired
<br />Ul .moi
<br />Community Developement Department.
<br />ST
<br />MAIN
<br />_
<br />� 00 E
<br />of traffic control devices.
<br />C
<br />:HIKED
<br />TING
<br />FACES
<br />18 1/4
<br />22 1/4
<br />NOTES: SECTION A -A
<br />1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING
<br />TO ASTM A--48-30.
<br />2. FRAME AND GRATE SHALL BE HS20--44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. 65 LBS.
<br />4. GRATE SHALL WEIGH APPROX. 78 LBS.
<br />5. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN
<br />6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY.
<br />7. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE.
<br />® 1/4" X 6" U BOLT CAST INTO GRATE AND FRAME
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />18" STORM DRAIN I N LET DIRECTOR OF PuauC WORKS
<br />FRAME & GRATE IMPROVEMENT CW -M7
<br />STANDARD NO.
<br />�
<br />NOTES:
<br />CO
<br />1. One street sign is required
<br />= See Note 7 = �
<br />at each intersection.
<br />r N
<br />2 Typ.
<br />2. Block numbers are to be acquired
<br />frorn the San Joaquin County
<br />Community Developement Department.
<br />ST
<br />MAIN
<br />3. See improvement plans for
<br />location
<br />� 00 E
<br />of traffic control devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />r 1/2" R (typ) C\
<br />M
<br />the street name.
<br />W
<br />5. See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />TYPICAL STREET SIGN
<br />6. Stop si ns shall be 30" for urban
<br />E,
<br />_. areas for internal subdivisiop
<br />streets; 36" for rural areas and
<br />May be inetalled
<br />for streets which intersect County
<br />on SW -42 sign
<br />roadways, also to be preceded by
<br />See Note 7
<br />a W17, 36" stop ahead sign with
<br />appropriate pavement markings.
<br />M A I NST 01
<br />7. Use the following for terminal streets
<br />100 E
<br />less than 300feetin length:
<br />5.D5"
<br />Black symbol on
<br />yellow background
<br />„
<br />2' clear to a
<br />STOP E
<br />�
<br />edge of
<br />pavement N
<br />1-6.0
<br />3M Diamond `^
<br />3M
<br />° Grade Sheeting
<br />°
<br />Edge of pavement
<br />or back of dike
<br />6' rural
<br />*3'-6" {4'-6") 0 7' urban
<br />Stop and street
<br />to edge of pavement 0
<br />sign location
<br />m
<br />0
<br />�
<br />o to
<br />I
<br />°
<br />ohl
<br />°
<br />2' clear
<br />Perforated °
<br />2' X Tu Anchor
<br />Steel Tubing w/Penetrator chor Assembly
<br />STOP AND STREET SIGN
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 468-3088 for approved
<br />LOCATION DETAIL
<br />list of vendom.)
<br />* In URBAN Locations
<br />TYPICAL STOP AND STREET
<br />3'-6" or more to face of, post
<br />SIGN INSTALLATION
<br />In RURAL Locations
<br />4'-6" or more to face of post
<br />n
<br />STANDARD STREET
<br />SIGN DETAILS
<br />•s by
<br />1
<br />� 997
<br />2
<br />Noven bu 2003 Dm
<br />DMW kr JLD
<br />0"W by
<br />COUNTY OF SAN "QUIN
<br />09viumm or Pu" WOW
<br />Dote JUNE 1997
<br />Drawing No. R-25
<br />�•� NONE
<br />STONEGATE ESTATES
<br />IMPROVEMENTS
<br />TYPICAL DETAILS
<br />SHEET
<br />OF 15
<br />FILE NO. 031031P2NOA
<br />
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