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Reflector Sign -California Highway
<br />Code Type NR (24" x 24")
<br />3/8" galvinized "
<br />bolts & washers t_aeend
<br />I • I
<br />f
<br />� r7
<br />I
<br />Reflectorssymmetric
<br />ally
<br />N
<br />placed 12' t O.C.
<br />6" x6" dense
<br />2"x8" select grade structural grade
<br />Douglas Fir surfaced Redwood, treated
<br />four sides. Hemlock or treated N
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />Evenly Spaced 7)„
<br />TYPE A
<br />1
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30” Size
<br />Center on Barricade.
<br />EINID
<br />Ln
<br />Sign—Calif
<br />Hwy Code W31
<br />(30" x 30")
<br />v
<br />CENTER REFLECTOR " tide Type NR
<br />FOR TYPE "A" BfIRRICADE (24" x 24")
<br />4"x4" Redwood
<br />or pressure treated
<br />NOTES: ' Douglas Fir post
<br />or 2" I. D. goly.
<br />1. Barricades to be as wide as street R/:E, pipe
<br />2. Barricades 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 />N R.,." BYBARRICADES FOR APP «.d Ey
<br />• el u01ie werY,
<br />TERMINATING STREETS
<br />Dred by JLD
<br />thaw W COUNTY OF SAN JOAQUIN Dow SEPT. 1991
<br />$cp1i NONE OEPMbENT OF PUBUC WORKS o,.om, No. R — 24
<br />Top of curb
<br />Flowline of
<br />gutter —
<br />Expansion
<br />joint
<br />Lip OF gutter
<br />Sidewalk
<br />1/2 " dia
<br />bolt
<br />Boss to hold -
<br />grate in place
<br />24" dia. conc.-
<br />pipe (see note
<br />no. 5)
<br />Catchbasin assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />9 4" throat
<br />�2" Min. �—opening
<br />..Tv
<br />snvvATIAMAsa•
<br />mmmmmnM
<br />MAMMA= �M
<br />m1vrm•�•�21
<br />25 1/2"
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coats of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frame.
<br />4. Grate shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24" pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />No.
<br />APP, .d W
<br />TYPE 1
<br />'.Ki .1 I.W1a wan,
<br />On.nW JLD CURB INLET CATCHBASIN
<br />ah.C4. by COUNTY OF SAN JOAQUIN D•L• SEPT. 1991
<br />sc.w NONE DEPMTKNT OF PUBLIC WORKS ft. D — 13
<br />'WTELSHPE POST 1BAL-20 —20x36
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New pavement
<br />Class "B" concrete
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />SECTION A—A
<br />Existing Pavement
<br />Expansion
<br />6" 6..J
<br />(TYP-)
<br />Joint
<br />N
<br />ompoct in 12" max.
<br />„
<br />18 STORM
<br />3'-0"
<br />Catchbasin assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />9 4" throat
<br />�2" Min. �—opening
<br />..Tv
<br />snvvATIAMAsa•
<br />mmmmmnM
<br />MAMMA= �M
<br />m1vrm•�•�21
<br />25 1/2"
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coats of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frame.
<br />4. Grate shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24" pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />No.
<br />APP, .d W
<br />TYPE 1
<br />'.Ki .1 I.W1a wan,
<br />On.nW JLD CURB INLET CATCHBASIN
<br />ah.C4. by COUNTY OF SAN JOAQUIN D•L• SEPT. 1991
<br />sc.w NONE DEPMTKNT OF PUBLIC WORKS ft. D — 13
<br />'WTELSHPE POST 1BAL-20 —20x36
<br />I� 6" Min.
<br />t..�..�>.� (TYp )
<br />-- / Variable
<br />i
<br />10" Min. O.D. 10" Min. 10" Min. O.D.
<br />0. D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<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. 't 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 as measurvd
<br />from the edge of pavement.
<br />No. R«i.M By APW od by _
<br />TYPICAL TRENCH BACKFILL °°" °'ibli,
<br />Orc W JLD
<br />ah.e"•d by COUNTY OF SAN JOAQUIN D•'• SEPT. 1991
<br />seal• NONE DEPMTUENT OF PUBLIC wa1K$ a w✓w No. R — 29
<br />NOTES:
<br />1. Frame and Grate shall conform to
<br />Standard Drawing No. D-16.
<br />2. Two feet minimum below finished
<br />grade in new development. In
<br />existing streets, may be less than
<br />^ 2' with the approval of the engineer.
<br />C I N
<br />IF
<br />B
<br />PLAN VIEW
<br />See note 1
<br />N
<br />- Mortar
<br />Grade Rine
<br />- Mortar
<br />!8' R C.° c
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New pavement
<br />Class "B" concrete
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />SECTION A—A
<br />Existing Pavement
<br />6" Min.
<br />6" 6..J
<br />(TYP-)
<br />Ravi..
<br />By
<br />ompoct in 12" max.
<br />„
<br />18 STORM
<br />3'-0"
<br />layers to a min.
<br />relative compaction \
<br />of 95%• under pavement
<br />\
<br />__________
<br />/and shoulders, and
<br />%
<br />----------
<br />90% outside shoulders.
<br />Variable \
<br />__-- --_—
<br />Compact in 24" max.
<br />— =
<br />— —
<br />layers to a minimum
<br />relative compaction
<br />pR,i/A.f�;-
<br />L.07- 1
<br />of 85%.
<br />O.D./2
<br />Chock" by
<br />" Compact .in 6" layers
<br />COUNTY OF SAN JOAQUIN
<br />to a minimum relative
<br />compaction of 90%.
<br />I� 6" Min.
<br />t..�..�>.� (TYp )
<br />-- / Variable
<br />i
<br />10" Min. O.D. 10" Min. 10" Min. O.D.
<br />0. D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<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. 't 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 as measurvd
<br />from the edge of pavement.
<br />No. R«i.M By APW od by _
<br />TYPICAL TRENCH BACKFILL °°" °'ibli,
<br />Orc W JLD
<br />ah.e"•d by COUNTY OF SAN JOAQUIN D•'• SEPT. 1991
<br />seal• NONE DEPMTUENT OF PUBLIC wa1K$ a w✓w No. R — 29
<br />NOTES:
<br />1. Frame and Grate shall conform to
<br />Standard Drawing No. D-16.
<br />2. Two feet minimum below finished
<br />grade in new development. In
<br />existing streets, may be less than
<br />^ 2' with the approval of the engineer.
<br />C I N
<br />IF
<br />B
<br />PLAN VIEW
<br />See note 1
<br />N
<br />- Mortar
<br />Grade Rine
<br />- Mortar
<br />!8' R C.° c
<br />12"
<br />Dia. or Sq
<br />6" 1•_-
<br />A.C. 0 () (l (1 4"
<br />.aaQ o�eoQ-o�eed°-°cPppO 8,. ; a
<br />>ooa0000^°oma°000e „ '
<br />jQ oueoocooc ��oo°nP�.• 11 4
<br />A.B.
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4"o x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />M
<br />1/16" raised letters
<br />0
<br />Cover' -Frame
<br />Lift � io
<br />in
<br />holes
<br />Material: Cast iron
<br />}N
<br />. I N
<br />1/4„ I� N
<br />2 1/
<br />1 1/2" 6" 1 /4"
<br />Diameter
<br />SECTION A—A
<br />APPr .d W
<br />No. R.ru.dBY
<br />SURVEY MONUMENT bba we,a
<br />Drawn by JLD FRAME & COVER ASSEMBLY
<br />ch.cb.d by COUNTY OF SAN JOAQUIN o° SEPT. 1991
<br />s.i. NONE DEPMT.rENT OF PUBLIC WORKS Dr000N No. R-28
<br />A
<br />8"
<br />Grout smooth all edges of pipe opening
<br />r- #5 Rebors (typical)
<br />Min.
<br />A
<br />PLAN VIEW
<br />4' Dia.
<br />Standard storm drain manhole
<br />refer to Standard Drawing
<br />i7 xo—�� ------
<br />3' Opening (See Note No 3) 1
<br />3' dia. No. D-17. 4' Dia.
<br />or sq. Grout to Foundation
<br />3., Dia, of
<br />pipe
<br />3
<br />---------- - -•.
<br />1
<br />Class "B" Concrete %
<br />5' Min. -� 5' Min.
<br />SECTION A—A SECTION A—A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />NOTES:
<br />1. The foundation shall be a minimum of 5' for 44" 0.0. pipe and smaller.
<br />2. For pipe larger than 4T' O.D., the foundation shall extend a minimum
<br />of 8 beyond each side of the pipe.
<br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe.
<br />For pipes larger than 36" I.D., opening to be 36" diameter or square.
<br />No. R•,6.d B, SADDLE—TYPE MANHOLE
<br />F 0 R D+ ar P•i wan,
<br />Drown by JLD PIPE 24" DIA. AND LARGER
<br />Chocked by COUNTY OF SAN JOAQUIN Del• SEPT. 1991
<br />S.W. NONE DEPARTMENT OF iNJ a WORKS Orowi, No. D — 18
<br />-3�
<br />REVISIONS BY
<br />C4'22E6T70,v5
<br />/z --S-9/ gpw
<br />So � C�m)Ae 0-r5
<br />u-5i_q� 2P,3
<br />r
<br />r
<br />0 cup
<br />M 0
<br />M
<br />,9 Cr
<br />rc LUW Q V
<br />•• V A
<br />°42�.�n
<br />J �
<br />4L
<br />Q
<br />p DRAWN
<br />CHECKED
<br />DATE
<br />SCALE
<br />JOB NO.
<br />5 -oo
<br />SHEET
<br />5
<br />OF SHEETS
<br />e
<br />L Mortar (typ.)
<br />Class "B" concrete
<br />SECTION B — B
<br />SECTION A—A
<br />No.
<br />Ravi..
<br />By
<br />„
<br />18 STORM
<br />AP w W W
<br />Dim or Publ'w WWh,
<br />DRAIN INLET
<br />Dnwnby JLD
<br />pR,i/A.f�;-
<br />L.07- 1
<br />Chock" by
<br />COUNTY OF SAN JOAQUIN
<br />D•t• SEPT. 1991
<br />sa.1. NONE
<br />DEPARTMENT of PUBUC wanes
<br />powinp Ne. D-15
<br />12"
<br />Dia. or Sq
<br />6" 1•_-
<br />A.C. 0 () (l (1 4"
<br />.aaQ o�eoQ-o�eed°-°cPppO 8,. ; a
<br />>ooa0000^°oma°000e „ '
<br />jQ oueoocooc ��oo°nP�.• 11 4
<br />A.B.
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4"o x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />M
<br />1/16" raised letters
<br />0
<br />Cover' -Frame
<br />Lift � io
<br />in
<br />holes
<br />Material: Cast iron
<br />}N
<br />. I N
<br />1/4„ I� N
<br />2 1/
<br />1 1/2" 6" 1 /4"
<br />Diameter
<br />SECTION A—A
<br />APPr .d W
<br />No. R.ru.dBY
<br />SURVEY MONUMENT bba we,a
<br />Drawn by JLD FRAME & COVER ASSEMBLY
<br />ch.cb.d by COUNTY OF SAN JOAQUIN o° SEPT. 1991
<br />s.i. NONE DEPMT.rENT OF PUBLIC WORKS Dr000N No. R-28
<br />A
<br />8"
<br />Grout smooth all edges of pipe opening
<br />r- #5 Rebors (typical)
<br />Min.
<br />A
<br />PLAN VIEW
<br />4' Dia.
<br />Standard storm drain manhole
<br />refer to Standard Drawing
<br />i7 xo—�� ------
<br />3' Opening (See Note No 3) 1
<br />3' dia. No. D-17. 4' Dia.
<br />or sq. Grout to Foundation
<br />3., Dia, of
<br />pipe
<br />3
<br />---------- - -•.
<br />1
<br />Class "B" Concrete %
<br />5' Min. -� 5' Min.
<br />SECTION A—A SECTION A—A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />NOTES:
<br />1. The foundation shall be a minimum of 5' for 44" 0.0. pipe and smaller.
<br />2. For pipe larger than 4T' O.D., the foundation shall extend a minimum
<br />of 8 beyond each side of the pipe.
<br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe.
<br />For pipes larger than 36" I.D., opening to be 36" diameter or square.
<br />No. R•,6.d B, SADDLE—TYPE MANHOLE
<br />F 0 R D+ ar P•i wan,
<br />Drown by JLD PIPE 24" DIA. AND LARGER
<br />Chocked by COUNTY OF SAN JOAQUIN Del• SEPT. 1991
<br />S.W. NONE DEPARTMENT OF iNJ a WORKS Orowi, No. D — 18
<br />-3�
<br />REVISIONS BY
<br />C4'22E6T70,v5
<br />/z --S-9/ gpw
<br />So � C�m)Ae 0-r5
<br />u-5i_q� 2P,3
<br />r
<br />r
<br />0 cup
<br />M 0
<br />M
<br />,9 Cr
<br />rc LUW Q V
<br />•• V A
<br />°42�.�n
<br />J �
<br />4L
<br />Q
<br />p DRAWN
<br />CHECKED
<br />DATE
<br />SCALE
<br />JOB NO.
<br />5 -oo
<br />SHEET
<br />5
<br />OF SHEETS
<br />e
<br />
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