|
cv \
<br />SUR �^
<br />3 g 8., R 3 3 4"
<br />MONU
<br />1/2"
<br />PATTERN LETTERS
<br />:t���FRAME
<br />FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />See Note 7
<br />�
<br />COVER7LL
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />N
<br />2 Typ
<br />2.
<br />co
<br />U �
<br />MACHINED
<br />FRAME SHALL WEIGH APPROX. 22 LBS.
<br />t,p4ii�x4"
<br />IGNS
<br />SEATING
<br />Community Developement Department.
<br />4.
<br />FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />SURFACES
<br />CONFORMING TO A.W.W.A. C203.
<br />-T
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST
<br />INTO FRAME AND COVER.
<br />I
<br />x
<br />N
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED
<br />N
<br />Q
<br />COUNTY OF SAN JOAQUIN
<br />posts In rural areas.
<br />g
<br />SAN JOAQUIN COUNTY DATE
<br />0
<br />1 1 /2"/4'
<br />DIAMETER
<br />street name.
<br />°
<br />5. See Standard Drawing No. R-23 for
<br />SECTION A -A
<br />proposed sidewalk sign locations.
<br />NOTES:
<br />a
<br />1.
<br />FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />See Note 7
<br />�
<br />Code SW -42 (30"00") Code W-57 (24"x48")
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />N
<br />2 Typ
<br />2.
<br />FRAME AND COVER SHALL BE HS20-44 RATED,
<br />3.
<br />FRAME SHALL WEIGH APPROX. 22 LBS.
<br />t,p4ii�x4"
<br />IGNS
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />Community Developement Department.
<br />4.
<br />FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />/�IN
<br />AIN
<br />CONFORMING TO A.W.W.A. C203.
<br />5.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST
<br />INTO FRAME AND COVER.
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED
<br />location of traffic control devices.
<br />Q
<br />COUNTY OF SAN JOAQUIN
<br />posts In rural areas.
<br />g
<br />SAN JOAQUIN COUNTY DATE
<br />0
<br />SURVEY MONUMENT
<br />RECTOR OF 13081.10 WORKS
<br />street name.
<br />°
<br />5. See Standard Drawing No. R-23 for
<br />IMPROVEMENT
<br />proposed sidewalk sign locations.
<br />TYPICAL STREET SIGN
<br />FRAME & COVER
<br />STANDARD NO. CW -M1
<br />a
<br />Sign - State of Calif. Hwy Sign - State of Calif. Hwy.
<br />1. One street sign is required
<br />See Note 7
<br />�
<br />Code SW -42 (30"00") Code W-57 (24"x48")
<br />N
<br />2 Typ
<br />a
<br />a
<br />co
<br />a
<br />NED
<br />t,p4ii�x4"
<br />IGNS
<br />Community Developement Department.
<br />iIK4
<br />/�IN
<br />AIN
<br />gns shall be posted on 2" I.D. galy.
<br />3. See improvement plans for
<br />e in urban areas and either pipe or
<br />location of traffic control devices.
<br />Q
<br />posts In rural areas.
<br />g
<br />0
<br />2. Stop sign sizes shall be 30" for v
<br />1/2" R (typ) Nthe
<br />street name.
<br />°
<br />5. See Standard Drawing No. R-23 for
<br />urban areas and 36" for rural areas. ;; I
<br />proposed sidewalk sign locations.
<br />TYPICAL STREET SIGN
<br />0
<br />3. Sign - State of Calif. Hwy. Code
<br />streets;( 36" for rural areas and
<br />May be installed
<br />0
<br />on SW -42 sign
<br />SW -43 shall be posted at curves
<br />roadways, also to be preceded by
<br />See Note 7
<br />a W17, 36" stop ahead sign with
<br />°
<br />when needed.
<br />MAINST
<br />01
<br />7• Use the following for terminal streets
<br />0
<br />100 E
<br />4. All signs shall be reflective sheeting.
<br />0
<br />less than 300 feet in length:
<br />5.05'
<br />Black symbol on
<br />7io
<br />°
<br />Sign - State of Calif.
<br />0
<br />0
<br />T 0 P
<br />v
<br />E
<br />0
<br />Hwy. Code "type N -Y"
<br />0
<br />d
<br />N
<br />°
<br />24 x24 (reflective
<br />°
<br />°
<br />0
<br />yellow background)
<br />0
<br />or back of dike
<br />C
<br />0
<br />T INTERSECTION SIGN✓/
<br />(post across from intersection) /
<br />°
<br />o
<br />\ I
<br />\
<br />0
<br />N
<br />J A
<br />NOT A
<br />°
<br />c° 'O
<br />THROUGH
<br />s
<br />°
<br />0
<br />STREET
<br />N N
<br />LANE REDUCTION
<br />C14
<br />2' clear
<br />St X 2" Square Perforated °
<br />Steel Tubing w/Penetrator Anchor Assembly
<br />STOP AND STREET SIGN
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 488-3088 for approved
<br />Sign -State of Calif.
<br />list of vendom.)
<br />* In URBAN Locations
<br />TYPICAL STOP AND STREET
<br />3'-6" or more to face of, post
<br />0
<br />In RURAL Locations
<br />Hwy. Code W53 (24"x24") SIGNING
<br />4'-6" or more to face of post
<br />No. Revised By
<br />APVyo"od by
<br />I Aidl 1997 TL
<br />or as required by the
<br />STREET
<br />2 November 2003 Des
<br />SIGN DETAILS
<br />0
<br />omen by JLD
<br />Public Works Dept.
<br />0
<br />COUNTY OF SAN
<br />1. Center the lane reduction sign
<br />c o
<br />Scale NONE
<br />00MI MENr or rueuo WOW
<br />Drawing No. R-25 -
<br />behind Type A barricade
<br />o
<br />(barricade to be placed on a
<br />U.
<br />0
<br />-2"
<br />x 2' square Perforated steal skew with Type N -Y signs
<br />attached
<br />o
<br />Tubing w/Penetrator Anchor
<br />T.,ip
<br />0
<br />(Contact S.J. County Traffic 2. Place Class 1 flexible post
<br />°
<br />Maintenance Division (209) 499-3089 delineators (Cal Trans A73C) at a'
<br />0
<br />for approved list of vendors.) 10 : 1 taper preceding the
<br />0
<br />Type A barricade (minimum of
<br />0
<br />5 delineators).
<br />io
<br />3. Pavement lane reduction arrows.
<br />7
<br />N
<br />o
<br />4. W 11, transition sign.
<br />0
<br />TYPICAL SIGN
<br />Na RevYW N 'Oppro"d by
<br />' N&mn*w�°' °" TRAFFIC SIGNS
<br />D,een by JLD
<br />"eciod b'' COUNTY OF SAN JOAQUIN Da. JUNE 1997
<br />Sods NONE 0~101Nr OF PUBW woroa Dr"m Ne. R - 26
<br />DESCRIPTION I DATE I BY
<br />R
<br />co
<br />I
<br />N
<br />J
<br />Q
<br />/ 1 24'. MIN.
<br />M
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />PAVEMENT
<br />7 INSTALL GRADE RINGS AS REQUIRED
<br />FOR GRADE (GROUT IN PLACE)
<br />12" MAXIMUM.
<br />PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE m
<br />�1
<br />d 5"
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BED AND
<br />BANDED WITH MORTAR ON
<br />BOTH INTERIOR AND EXTERIOR
<br />° SURFACES.
<br />-6"
<br />HAND FINISH SLOPES
<br />JA'
<br />� 4
<br />Do
<br />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 />03 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 />75INTERIOR 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 />/ * Crown line can be moved to within 7'
<br />of outside curb.
<br />/ .l- 50' min.
<br />ra8tsndor'd /
<br />eo on
<br />EDGE OF GUTTER f /
<br />CURVE DATA I <
<br />A 1 > 75' use R = 25' / a
<br />65' to 75' use R = 30' - -
<br />55' to 65' use R = 40' o rn
<br />c II N
<br />cbR=R_R+10' °-
<br />CLR = R R + W/2 ae
<br />,
<br />NOTES:
<br />1. Elevations are required where circled.
<br />2. Limits of slope, crown line to outside gutter,
<br />maximum = 3.8%; minimum = 1%.
<br />3. All facilities (curb, gutter, sidewalk, AC dike, and
<br />edge of pavement) shall be equidistant to the right
<br />of way line.
<br />Ne. RerY,d �
<br />SUPERELEVATED
<br />JLD KNUCKLE
<br />V� byCOW" by COUNTY OF SAN JOAQUIN
<br />seas NONE arP"RRMENr OF Max wow
<br />of way
<br />rY �
<br />Dob JUNE 1997
<br />D-'i"e "" R - 19
<br />3/8" galvanized Reflector Sign -California Highway
<br />--- NOTES: Code Type NR (24",x 24")
<br />bolts &washers 2'
<br />1. All street lighting and at end
<br />appurtenances shall conform
<br />to P.G.&E. Standards and l l
<br />Specifications.
<br />2. Street light locations at
<br />r intersections shall be approved
<br />by S.J. Co. Department 0f
<br />Public Works.
<br />3. Street lights shall be energized Reflectors symmetrically
<br />o+ tD
<br />ced 12' t O.C.
<br />c prior to County acceptance of
<br />the improvements. Advance .....
<br />.� .....�
<br />o arrangements shall be made 6"W dense
<br />_03with P.G.&E. to either install Sc8" select grade structural grade w
<br />o the street lights, or agree to ouglas Fir surfaced t them. HRecwood, treated I
<br />accepem. I
<br />E four sides. Hemlock or treated cq
<br />Rou glas Fir surfaced
<br />/W Z 12' Max.
<br />Evenly Spaced
<br />TYPE "A"
<br />MIN 3 1.5' 1' 10' P.U.E.
<br />U_ Reflective SignCalif. Hwy. <,
<br />0 1 r -I Code W31, 30" Size •
<br />Y t°°°' "`� I Center on Barricade. E IN D
<br />FACE OF m I ` I ., I Reflective
<br />CURB - Sign -Calif
<br />_ 2 Hwy Code W31
<br />LOCAL RESIDENTIAL AND END 0 (30" x 30")
<br />COLLECTOR RESIDENTIAL - _ _
<br />R/W R/W Reflective
<br />w CENTER REFLECTOR cad Type NR
<br />6 )
<br />o� FOR TYPE "A" BARRICADE (24" x 24"
<br />3 n O °
<br />� Y 2" X 2' Square Perforated Stasi
<br />7=z tor
<br />or
<br />Y 0 NOTES • `1 0 TUlti- Mate" Sign
<br />raSupport hSystem
<br />2' 48" V 4' 6 • N ° Divisio(Contan (209) 488 3088 for approved
<br />MIN. MIN. MIN. 1. Barricades to be as wide as street R/W 0 List of vendors.)
<br />2. Barriccdes to be pointed white using 2 �� ��
<br />LOCAL COMMERCIAL AND coats of "Exterior Alkyd Resin Hi -Gloss TYPE B
<br />td0USTRRURAL ROADS Enamel" over a compatible primer.
<br />Cul -de -Sac only
<br />No. ReweW eY 101 by No. Revised DO APpro"od by
<br />JUNE I"? n STREET LIGHTING MawI aftft Feb. lege PD BARRICADES FOR
<br />2 mmem °IIM D°s POLES AND SYMBOLS 2 Nev.2003 Des TERMINATING STREETS DirooWr of Pubile Waft
<br />0r by JLDSEAL. om- tv JLD
<br />cnewe by COUNTY OF SAN JOAQUIN De- JUNE 1997 M"W by COUNTY OF SAN JOAQUIN Dote JUNE 1997
<br />8eaw NONE orrwaw°a OF ruwio Wme b -I ft "R-32
<br />{ ESS/O sea. oD-ARnENT a Pua10 woRKs
<br />NNONE D,eww,y No. R-24
<br />F.
<br />0 C-15372 y EARNEST R SMITH - CIVIL ENGINEER
<br />: 2:
<br />DATE 10/10/05/05 2:333 pp.m. . to M
<br />SCALE HORIZ.: EXP. 3-31-07 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523
<br />SCALE VERT.: LODI, CALIFORNIA 95240 FAX (209) 334-2611
<br />DRAWN ; �9T 1 V 1 ��DATE:
<br />DESIGN : OF CAL\�R.C.E. NO.: 15372
<br />CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07
<br />1 1/4"
<br />%a000\
<br />OD�D��LiD;
<br />�aaoo
<br />I
<br />f
<br />I
<br />=J-
<br />HINED
<br />rING
<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 APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />18" STORM DRAIN INLET ACTOR OF P UC WORKS DATE
<br />FRAME & GRATE IMPROVEMENT CW -M7
<br />STANDARD N0.
<br />a
<br />00
<br />1. One street sign is required
<br />See Note 7
<br />�
<br />at each intersection.
<br />N
<br />2 Typ
<br />a
<br />a
<br />from the San Joaquin County
<br />a
<br />Community Developement Department.
<br />iIK4
<br />/�IN
<br />AIN
<br />ST
<br />3. See improvement plans for
<br />100 E_
<br />location of traffic control devices.
<br />Q
<br />4. The length of the street sign
<br />M
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />PAVEMENT
<br />7 INSTALL GRADE RINGS AS REQUIRED
<br />FOR GRADE (GROUT IN PLACE)
<br />12" MAXIMUM.
<br />PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE m
<br />�1
<br />d 5"
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BED AND
<br />BANDED WITH MORTAR ON
<br />BOTH INTERIOR AND EXTERIOR
<br />° SURFACES.
<br />-6"
<br />HAND FINISH SLOPES
<br />JA'
<br />� 4
<br />Do
<br />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 />03 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 />75INTERIOR 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 />/ * Crown line can be moved to within 7'
<br />of outside curb.
<br />/ .l- 50' min.
<br />ra8tsndor'd /
<br />eo on
<br />EDGE OF GUTTER f /
<br />CURVE DATA I <
<br />A 1 > 75' use R = 25' / a
<br />65' to 75' use R = 30' - -
<br />55' to 65' use R = 40' o rn
<br />c II N
<br />cbR=R_R+10' °-
<br />CLR = R R + W/2 ae
<br />,
<br />NOTES:
<br />1. Elevations are required where circled.
<br />2. Limits of slope, crown line to outside gutter,
<br />maximum = 3.8%; minimum = 1%.
<br />3. All facilities (curb, gutter, sidewalk, AC dike, and
<br />edge of pavement) shall be equidistant to the right
<br />of way line.
<br />Ne. RerY,d �
<br />SUPERELEVATED
<br />JLD KNUCKLE
<br />V� byCOW" by COUNTY OF SAN JOAQUIN
<br />seas NONE arP"RRMENr OF Max wow
<br />of way
<br />rY �
<br />Dob JUNE 1997
<br />D-'i"e "" R - 19
<br />3/8" galvanized Reflector Sign -California Highway
<br />--- NOTES: Code Type NR (24",x 24")
<br />bolts &washers 2'
<br />1. All street lighting and at end
<br />appurtenances shall conform
<br />to P.G.&E. Standards and l l
<br />Specifications.
<br />2. Street light locations at
<br />r intersections shall be approved
<br />by S.J. Co. Department 0f
<br />Public Works.
<br />3. Street lights shall be energized Reflectors symmetrically
<br />o+ tD
<br />ced 12' t O.C.
<br />c prior to County acceptance of
<br />the improvements. Advance .....
<br />.� .....�
<br />o arrangements shall be made 6"W dense
<br />_03with P.G.&E. to either install Sc8" select grade structural grade w
<br />o the street lights, or agree to ouglas Fir surfaced t them. HRecwood, treated I
<br />accepem. I
<br />E four sides. Hemlock or treated cq
<br />Rou glas Fir surfaced
<br />/W Z 12' Max.
<br />Evenly Spaced
<br />TYPE "A"
<br />MIN 3 1.5' 1' 10' P.U.E.
<br />U_ Reflective SignCalif. Hwy. <,
<br />0 1 r -I Code W31, 30" Size •
<br />Y t°°°' "`� I Center on Barricade. E IN D
<br />FACE OF m I ` I ., I Reflective
<br />CURB - Sign -Calif
<br />_ 2 Hwy Code W31
<br />LOCAL RESIDENTIAL AND END 0 (30" x 30")
<br />COLLECTOR RESIDENTIAL - _ _
<br />R/W R/W Reflective
<br />w CENTER REFLECTOR cad Type NR
<br />6 )
<br />o� FOR TYPE "A" BARRICADE (24" x 24"
<br />3 n O °
<br />� Y 2" X 2' Square Perforated Stasi
<br />7=z tor
<br />or
<br />Y 0 NOTES • `1 0 TUlti- Mate" Sign
<br />raSupport hSystem
<br />2' 48" V 4' 6 • N ° Divisio(Contan (209) 488 3088 for approved
<br />MIN. MIN. MIN. 1. Barricades to be as wide as street R/W 0 List of vendors.)
<br />2. Barriccdes to be pointed white using 2 �� ��
<br />LOCAL COMMERCIAL AND coats of "Exterior Alkyd Resin Hi -Gloss TYPE B
<br />td0USTRRURAL ROADS Enamel" over a compatible primer.
<br />Cul -de -Sac only
<br />No. ReweW eY 101 by No. Revised DO APpro"od by
<br />JUNE I"? n STREET LIGHTING MawI aftft Feb. lege PD BARRICADES FOR
<br />2 mmem °IIM D°s POLES AND SYMBOLS 2 Nev.2003 Des TERMINATING STREETS DirooWr of Pubile Waft
<br />0r by JLDSEAL. om- tv JLD
<br />cnewe by COUNTY OF SAN JOAQUIN De- JUNE 1997 M"W by COUNTY OF SAN JOAQUIN Dote JUNE 1997
<br />8eaw NONE orrwaw°a OF ruwio Wme b -I ft "R-32
<br />{ ESS/O sea. oD-ARnENT a Pua10 woRKs
<br />NNONE D,eww,y No. R-24
<br />F.
<br />0 C-15372 y EARNEST R SMITH - CIVIL ENGINEER
<br />: 2:
<br />DATE 10/10/05/05 2:333 pp.m. . to M
<br />SCALE HORIZ.: EXP. 3-31-07 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523
<br />SCALE VERT.: LODI, CALIFORNIA 95240 FAX (209) 334-2611
<br />DRAWN ; �9T 1 V 1 ��DATE:
<br />DESIGN : OF CAL\�R.C.E. NO.: 15372
<br />CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07
<br />1 1/4"
<br />%a000\
<br />OD�D��LiD;
<br />�aaoo
<br />I
<br />f
<br />I
<br />=J-
<br />HINED
<br />rING
<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 APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />18" STORM DRAIN INLET ACTOR OF P UC WORKS DATE
<br />FRAME & GRATE IMPROVEMENT CW -M7
<br />STANDARD N0.
<br />STO N EGATE ESTATES
<br />IMPROVEMENTS
<br />TYPICAL DETAILS
<br />SHEET
<br />2
<br />OF 15
<br />FILE NO. 031031P2NOA
<br />NOTES:
<br />00
<br />1. One street sign is required
<br />See Note 7
<br />�
<br />at each intersection.
<br />N
<br />2 Typ
<br />2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />Community Developement Department.
<br />iIK4
<br />/�IN
<br />AIN
<br />ST
<br />3. See improvement plans for
<br />100 E_
<br />location of traffic control devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />1/2" R (typ) Nthe
<br />street name.
<br />M
<br />5. See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />TYPICAL STREET SIGN
<br />6. Stop SI shall be 30" for urban
<br />areas ffnd for internal subdivision
<br />streets;( 36" for rural areas and
<br />May be installed
<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 />MAINST
<br />01
<br />7• Use the following for terminal streets
<br />100 E
<br />less than 300 feet in length:
<br />5.05'
<br />Black symbol on
<br />yellow background
<br />2' clear to
<br />edge of
<br />T 0 P
<br />v
<br />E
<br />pavement
<br />3M Diamond r
<br />Grade Sheeting
<br />°
<br />Edge of pavement
<br />or back of dike
<br />*3'-6" (4' ")
<br />0
<br />6' rural
<br />7' urban
<br />Stop and street
<br />1
<br />to edge of pavement
<br />0
<br />sign location
<br />0
<br />°
<br />s
<br />0
<br />0
<br />°
<br />C14
<br />2' clear
<br />St X 2" Square Perforated °
<br />Steel Tubing w/Penetrator Anchor Assembly
<br />STOP AND STREET SIGN
<br />(Contact S.J. County Traffic Maintenance
<br />Division (209) 488-3088 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 />In RURAL Locations
<br />SIGN INSTALLATION
<br />4'-6" or more to face of post
<br />No. Revised By
<br />APVyo"od by
<br />I Aidl 1997 TL
<br />STANDARD
<br />STREET
<br />2 November 2003 Des
<br />SIGN DETAILS
<br />omen by JLD
<br />arae by
<br />COUNTY OF SAN
<br />JOAQUIN
<br />ooto JUNE 1997
<br />Scale NONE
<br />00MI MENr or rueuo WOW
<br />Drawing No. R-25 -
<br />STO N EGATE ESTATES
<br />IMPROVEMENTS
<br />TYPICAL DETAILS
<br />SHEET
<br />2
<br />OF 15
<br />FILE NO. 031031P2NOA
<br />
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