|
- PIPE OPENING
<br />YPICAL)
<br />A
<br />PLAN VIEW
<br />F TYPE 1 MAINTENACE HOLE
<br />.04
<br />GROUT TO FOUNDATION
<br />4' DIA.
<br />DIA. OF
<br />PIPE
<br />3"
<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 />w BY S.J. CO. DEPARTMENT OF
<br />= PUBLIC WORKS.
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />z
<br />z PRIOR TO COUNTY ACCEPTANCE OF
<br />THE IMPROVEMENTS. ADVANCE
<br />o ARRANGEMENTS SHALL BE MADE
<br />1::E WITH P.G.&E. TO EITHER INSTALL
<br />>J THE STREET LIGHTS, OR AGREE TO
<br />ACCEPT THEM FOR OPERATION AND
<br />MAINTENANCE UNDER THEIR LS1
<br />zz RATE SCHEDULE AFTER INSTALLATION.
<br />CLASS "E"
<br />LOCAL RESIDENTIAL AND
<br />COLLECTOR RESIDENTIAL
<br />D STREET LIGHTING POLES AND SYMBOLS
<br />- SAN JOAQUIN CO STD R-32
<br />NTS
<br />Gam. 3 ld,. i8-bo
<br />VA
<br />dNLAN VVI IVY' 1/4 IUr OF rlrL
<br />OF PIPE RADIUS
<br />NOTES: SECTION A -A BEND. SECTION B -B
<br />1. THIS INSTALLATION SHALL BE USED ON EXISTING M.H. WHERE THE DIFFERENCE IN ELEVATION
<br />BETWEEN THE TOP OF THE OUTLET PIPE AND THE INVERT OF THE FEEDER OR COLLECTOR
<br />SEWER EXCEED 24".
<br />2. FLEXIBLE JOINT - BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT NOT
<br />PERMITTED.
<br />3. 24' MAXIMUM.
<br />4. THIS DETAIL SHALL ONLY BE USED FOR DROP PIPES 12" OR LESS. PIPES LARGER THAN
<br />5 12" SHALL REQUIRE INDIVIDUAL DESIGN AND APPROVAL BY THE CITY ENGINEER.
<br />INTERIOR OF M.H. TO BE COATED IN ACCORDANCE WITH SECTION 71-1.09 OF THE
<br />STANDARD SPECIFICATIONS.
<br />OUTSIDE SANITARY SEWER DROP
<br />B IN NEW MAINTENANCE HOLE
<br />CITY OF STOCKTON DWG 52
<br />NTS
<br />00
<br />N L()
<br />2" TY P.
<br />ID 100
<br />MAN Eii
<br />112" R (TYP) N
<br />00
<br />Ln
<br />TYPICAL STREET SIGN
<br />ST
<br />MAIN
<br />100 E
<br />NOTES:
<br />1. ONE STREET SIGN IS REQUIRED
<br />AT EACH INTERSECTION.
<br />2. BLOCK NUMBERS ARE TO BE ACQUIRED
<br />FROM THE SAN JOAQUIN COUNTY
<br />COMMUNITY DEVELOPEMENT DEPARTMENT
<br />3. SEE IMPROVEMENT PLANS FOR
<br />LOCATION OF TRAFFIC CONTROL DEVICES
<br />4. THE LENGTH OF THE STREET SIGN
<br />VARIES DUE TO THE LENGTH OF
<br />THE STREET NAME.
<br />5. SEE STANDARD DRAWING NO. R-23 FOR
<br />PROPOSED SIDEWALK SIGN LOCATIONS.
<br />6. STOP SIGNS SHALL BE 30" FOR URBAN
<br />AREAS AND FOR INTERNAL SUBDIVISION
<br />STREETS; 36" FOR RURAL AREAS AND
<br />FOR STREETS WHICH INTERSECT COUNTY
<br />ROADWAYS, ALSO TO BE PRECEDED BY
<br />A W17, 36" STOP AHEAD SIGN WITH
<br />APPROPRIATE PAVEMENT MARKINGS.
<br />2' CLEAR TOSTOP X
<br />EDGE OF => EDGE OF PAVEMENT
<br />PAVEMENT N OR BACK OF DIKE
<br />STOP AND STREET
<br />SIGN LOCATION
<br />6' RURAL
<br />*3'-6" (4'-6") _ 7' URBAN �-
<br />TO EDGE OF PAVEMENT
<br />"9 \ 2' CLEAR
<br />1
<br />�\
<br />2" I. D. N STOP AND STREET SIGN
<br />GALV. PIPE LOCATION DETAIL
<br />10" FLATTEN P I P
<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 />E STANDARD STREET SIG_ N DETAILS
<br />SAN JOAQUIN CO STD R-25
<br />NTS
<br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER
<br />THAN THE EXISTING PAVEMENT AND BASE IN
<br />QUALITY. NEW PAVEMENT SHALL BE 1" THICKER -
<br />THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET.
<br />NEW BASE SHALL BE 1" THICKER THAN EXISTING
<br />BASE, MINIMUM OF 0.5 FEET.
<br />EXISTING
<br />PAVEMENT'--,
<br />O QRpFESS/ON�I
<br />Jib
<br />0
<br />No. 42439 ?�
<br />40k-
<br />03-31-08
<br />J'JgT C v
<br />F �F CA��F�
<br />6" MIN N. 6" 6„ 6" MIN N.
<br />(TYP.) (TYP.)
<br />4 4 4, 4. 4 4 4 4 4 4 4 4 4 4'. 4 J', 4 4 4 4'. 4', 4 4 4 4',
<br />� COMPACT IN 12" MAX. LAYERS ,_ 1,
<br />31
<br />-0„ \ '`�� TO A MIN. RELATIVE j 3 0
<br />\ COMPACTION OF 95%* UNDER \ /
<br />\ / PAVEMENT AND 90% OUTSIDE \ /VARIABLE
<br />PAVEMENT.
<br />N / \ /
<br />VARIABLE\ - COMPACT IN 24" MAX.
<br />LAYERS TO A MIN. RELATIVE »
<br />COMPACTION OF 85%. , I I OD+ 12
<br />O.D./2 COMPACT IN 6" LAYERS TO \� /
<br />A MINIMUM RELATIVE
<br />COMPACTION OF 90%.
<br />10" MIN. O.D. 10" MIN. 10" MIN. O.D. 10" MIN.
<br />O.D. O.D.
<br />+ 20" MIN. + 20" MIN.
<br />N CITES:
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE STATE OF CALIFORNIA,
<br />DEPT. OF TRANSPORTATION TESTING MANUALS, TEST 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 A 3 YEAR BOND.
<br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) COMPACTION MAY BE USED,
<br />WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN SPECIAL PROVISIONS.
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OR SPECIFIED IN THE SPECIAL PROVISIONS BUT IN NO CASE
<br />SHALL THE SHOULDER BE LESS THAN THREE FEET WIDE AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />C TYPICAL TRENCH BACKFILL
<br />SAN JOAQUIN CO STD R-29
<br />3/8" GALVANIZED
<br />BOLTS & WASHEF
<br />BRACE TO BE REMOVED AFTER ALL OTHER
<br />POST HORIZONTAL BRACE WITH TRUSS ROD FENCE CONSTURCTION IS COMPLETED UNLESS
<br />MAY BE USED AS AN ALTERNATE OTHERWISE DIRECTED BY THE ENGINEER.
<br />�TO A DIAGONAL BRACE LINE P0:
<br />DIAGONAL BRACE TENSION WIRE BRACE
<br />TRUSS
<br />END AND CORNER
<br />1
<br />'� P.c coNCRETE
<br />END, TCH & CORNER P
<br />POST ASSEMBLY
<br />FENCE
<br />10' a•
<br />111 10'
<br />FOOTING DEPTH
<br />10
<br />ROLL FORMED
<br />ROUND
<br />2
<br />ROLL FORMED
<br />NOT LESS THAN 3 TIMES MAX. CROSS
<br />LINE POSTS OF 1000' MAX. INTERVALS
<br />BRACED AND TRUSSED IN BOTH DIRECTIONS
<br />CLASS "B" CONCRETE
<br />FORMED
<br />8„
<br />NOTES:
<br />H
<br />u
<br />1. THE FOINDATION SHALL BE A MINIMUM OF 5'
<br />FOR 44' O.D. PIPE AND SMALLER.
<br />MAY BE OMITTED WHEN THE FABRIC IS
<br />F1
<br />2. FOR PIPE LARGER THAN 44" O.D., THE�-5'
<br />1 1/2 '
<br />MIN.
<br />FOUNDATION SHALL EXTEND A MINIMUM OF 8"
<br />SECTION A -A
<br />BEYOND EACH SIDE OF THE PIPE.
<br />2 % 1 3/4
<br />3. OPENING TO BE 3' LONG X (I.D. OF PIPE) WIDE,
<br />PIPES 24" TO 36" DIA.
<br />UP TO 36" I.D. PIPE. FOR PIPES LARGER THAN
<br />VERTICALSTAY
<br />36" I.D., OPENING TO BE 36" DIAMETER OR SQUARE.
<br />17
<br />SADDLE -TYPE MANHOLE FOR
<br />A PIPE 24" DIA. TO
<br />36" DIA.
<br />- SAN JOAQUIN CO
<br />STD D-18
<br />NTS
<br />OF FENCE
<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 />w BY S.J. CO. DEPARTMENT OF
<br />= PUBLIC WORKS.
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />z
<br />z PRIOR TO COUNTY ACCEPTANCE OF
<br />THE IMPROVEMENTS. ADVANCE
<br />o ARRANGEMENTS SHALL BE MADE
<br />1::E WITH P.G.&E. TO EITHER INSTALL
<br />>J THE STREET LIGHTS, OR AGREE TO
<br />ACCEPT THEM FOR OPERATION AND
<br />MAINTENANCE UNDER THEIR LS1
<br />zz RATE SCHEDULE AFTER INSTALLATION.
<br />CLASS "E"
<br />LOCAL RESIDENTIAL AND
<br />COLLECTOR RESIDENTIAL
<br />D STREET LIGHTING POLES AND SYMBOLS
<br />- SAN JOAQUIN CO STD R-32
<br />NTS
<br />Gam. 3 ld,. i8-bo
<br />VA
<br />dNLAN VVI IVY' 1/4 IUr OF rlrL
<br />OF PIPE RADIUS
<br />NOTES: SECTION A -A BEND. SECTION B -B
<br />1. THIS INSTALLATION SHALL BE USED ON EXISTING M.H. WHERE THE DIFFERENCE IN ELEVATION
<br />BETWEEN THE TOP OF THE OUTLET PIPE AND THE INVERT OF THE FEEDER OR COLLECTOR
<br />SEWER EXCEED 24".
<br />2. FLEXIBLE JOINT - BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT NOT
<br />PERMITTED.
<br />3. 24' MAXIMUM.
<br />4. THIS DETAIL SHALL ONLY BE USED FOR DROP PIPES 12" OR LESS. PIPES LARGER THAN
<br />5 12" SHALL REQUIRE INDIVIDUAL DESIGN AND APPROVAL BY THE CITY ENGINEER.
<br />INTERIOR OF M.H. TO BE COATED IN ACCORDANCE WITH SECTION 71-1.09 OF THE
<br />STANDARD SPECIFICATIONS.
<br />OUTSIDE SANITARY SEWER DROP
<br />B IN NEW MAINTENANCE HOLE
<br />CITY OF STOCKTON DWG 52
<br />NTS
<br />00
<br />N L()
<br />2" TY P.
<br />ID 100
<br />MAN Eii
<br />112" R (TYP) N
<br />00
<br />Ln
<br />TYPICAL STREET SIGN
<br />ST
<br />MAIN
<br />100 E
<br />NOTES:
<br />1. ONE STREET SIGN IS REQUIRED
<br />AT EACH INTERSECTION.
<br />2. BLOCK NUMBERS ARE TO BE ACQUIRED
<br />FROM THE SAN JOAQUIN COUNTY
<br />COMMUNITY DEVELOPEMENT DEPARTMENT
<br />3. SEE IMPROVEMENT PLANS FOR
<br />LOCATION OF TRAFFIC CONTROL DEVICES
<br />4. THE LENGTH OF THE STREET SIGN
<br />VARIES DUE TO THE LENGTH OF
<br />THE STREET NAME.
<br />5. SEE STANDARD DRAWING NO. R-23 FOR
<br />PROPOSED SIDEWALK SIGN LOCATIONS.
<br />6. STOP SIGNS SHALL BE 30" FOR URBAN
<br />AREAS AND FOR INTERNAL SUBDIVISION
<br />STREETS; 36" FOR RURAL AREAS AND
<br />FOR STREETS WHICH INTERSECT COUNTY
<br />ROADWAYS, ALSO TO BE PRECEDED BY
<br />A W17, 36" STOP AHEAD SIGN WITH
<br />APPROPRIATE PAVEMENT MARKINGS.
<br />2' CLEAR TOSTOP X
<br />EDGE OF => EDGE OF PAVEMENT
<br />PAVEMENT N OR BACK OF DIKE
<br />STOP AND STREET
<br />SIGN LOCATION
<br />6' RURAL
<br />*3'-6" (4'-6") _ 7' URBAN �-
<br />TO EDGE OF PAVEMENT
<br />"9 \ 2' CLEAR
<br />1
<br />�\
<br />2" I. D. N STOP AND STREET SIGN
<br />GALV. PIPE LOCATION DETAIL
<br />10" FLATTEN P I P
<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 />E STANDARD STREET SIG_ N DETAILS
<br />SAN JOAQUIN CO STD R-25
<br />NTS
<br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER
<br />THAN THE EXISTING PAVEMENT AND BASE IN
<br />QUALITY. NEW PAVEMENT SHALL BE 1" THICKER -
<br />THAN EXISTING PAVEMENT, MINIMUM OF 0.25 FEET.
<br />NEW BASE SHALL BE 1" THICKER THAN EXISTING
<br />BASE, MINIMUM OF 0.5 FEET.
<br />EXISTING
<br />PAVEMENT'--,
<br />O QRpFESS/ON�I
<br />Jib
<br />0
<br />No. 42439 ?�
<br />40k-
<br />03-31-08
<br />J'JgT C v
<br />F �F CA��F�
<br />6" MIN N. 6" 6„ 6" MIN N.
<br />(TYP.) (TYP.)
<br />4 4 4, 4. 4 4 4 4 4 4 4 4 4 4'. 4 J', 4 4 4 4'. 4', 4 4 4 4',
<br />� COMPACT IN 12" MAX. LAYERS ,_ 1,
<br />31
<br />-0„ \ '`�� TO A MIN. RELATIVE j 3 0
<br />\ COMPACTION OF 95%* UNDER \ /
<br />\ / PAVEMENT AND 90% OUTSIDE \ /VARIABLE
<br />PAVEMENT.
<br />N / \ /
<br />VARIABLE\ - COMPACT IN 24" MAX.
<br />LAYERS TO A MIN. RELATIVE »
<br />COMPACTION OF 85%. , I I OD+ 12
<br />O.D./2 COMPACT IN 6" LAYERS TO \� /
<br />A MINIMUM RELATIVE
<br />COMPACTION OF 90%.
<br />10" MIN. O.D. 10" MIN. 10" MIN. O.D. 10" MIN.
<br />O.D. O.D.
<br />+ 20" MIN. + 20" MIN.
<br />N CITES:
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE STATE OF CALIFORNIA,
<br />DEPT. OF TRANSPORTATION TESTING MANUALS, TEST 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 A 3 YEAR BOND.
<br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) COMPACTION MAY BE USED,
<br />WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN SPECIAL PROVISIONS.
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OR SPECIFIED IN THE SPECIAL PROVISIONS BUT IN NO CASE
<br />SHALL THE SHOULDER BE LESS THAN THREE FEET WIDE AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />C TYPICAL TRENCH BACKFILL
<br />SAN JOAQUIN CO STD R-29
<br />3/8" GALVANIZED
<br />BOLTS & WASHEF
<br />BRACE TO BE REMOVED AFTER ALL OTHER
<br />POST HORIZONTAL BRACE WITH TRUSS ROD FENCE CONSTURCTION IS COMPLETED UNLESS
<br />MAY BE USED AS AN ALTERNATE OTHERWISE DIRECTED BY THE ENGINEER.
<br />�TO A DIAGONAL BRACE LINE P0:
<br />DIAGONAL BRACE TENSION WIRE BRACE
<br />TRUSS
<br />END AND CORNER
<br />'�!�� ��;
<br />'� P.c coNCRETE
<br />END, TCH & CORNER P
<br />POST ASSEMBLY
<br />FENCE
<br />10' a•
<br />111 10'
<br />FOOTING DEPTH
<br />10
<br />ROLL FORMED
<br />ROUND
<br />2'-6" FOR FABRIC LESS THAN 60" HIGH
<br />ROLL FORMED
<br />NOT LESS THAN 3 TIMES MAX. CROSS
<br />LINE POSTS OF 1000' MAX. INTERVALS
<br />BRACED AND TRUSSED IN BOTH DIRECTIONS
<br />3'-0" FOR FABRIC 60"AND OVER
<br />FORMED
<br />SECTION OF POST WITH MIN. OF 8"
<br />EXCEPT THAT THIS BRACING AND TRUSSING
<br />H
<br />u
<br />F1
<br />MAY BE OMITTED WHEN THE FABRIC IS
<br />F1
<br />6' AND
<br />LESS
<br />1 1/2 '
<br />STRETCHED BY EQUIPMENT
<br />7/8 X1 5/8
<br />Y
<br />HORIZONTAL BRACE WITH
<br />2 % 1 3/4
<br />1 7/4
<br />i 1/2 X1 5/151
<br />3/8" STEEL TRUSS RODS 8' MAX
<br />VERTICALSTAY
<br />P/L P/L
<br />17
<br />GATE POS GATE PANEL
<br />`LATCH POST
<br />FABRIC OUTSIDE
<br />6" OR AS SPECIFIED
<br />Q
<br />J
<br />DIAGONAL BRACE OR
<br />HORIZONTAL BRACE
<br />OF FENCE
<br />OR AS SHOWN ON3}��WITH
<br />OVER 6-THRU 12'
<br />TRUSS RO
<br />Y
<br />DETAIL PLANS
<br />GA E
<br />��
<br />3 1/2 X3 1/2
<br />(SEE NOTE BELOW)
<br />LENGTH AS SPECIFI \
<br />1 1/2 %1 5/18
<br />1 5/8 %1 1/41
<br />3/4 %1 7/
<br />OVER 18'TO
<br />FACILITY
<br />28.55
<br />P.C. CONCRETE 3'-O' AT GATE
<br />POST
<br />NOTE: OFFSET TO BE 2'-0" AT MONUMENT LOCATIONS
<br />10'
<br />MEASURED AT RIGHT ANGLES TO R/W
<br />LINES.
<br />TYPE CL -4=48"
<br />TAPER TO ACHIEVE OFFSET TO BE
<br />AT LEAST 20' LONG.
<br />TYPE CL -6=72"
<br />FENCE LOCATION
<br />C,
<br />N
<br />L 00
<br />O _ .. ..
<br />TYPICAL FABRIC MOUNTING DETAILS
<br />TYPICAL MEMBER DIMS ENSIONS (SEE NOTES)
<br />FENCE
<br />LINE POS
<br />END, TCH & CORNER P
<br />BRACES
<br />FENCE
<br />ROUND
<br />I.D.
<br />ROLL
<br />ROUND
<br />ROLL FORMED
<br />ROUND
<br />4.95
<br />ROLL FORMED
<br />HEIGHT
<br />(ID)
<br />H
<br />FORMED
<br />(ID)
<br />(ID)
<br />H
<br />u
<br />F1
<br />u
<br />F1
<br />6' AND
<br />LESS
<br />1 1/2 '
<br />1 7/6 %1 5/81
<br />7/8 X1 5/8
<br />Y
<br />3 1/2 X3 1/2
<br />2 % 1 3/4
<br />1 7/4
<br />i 1/2 X1 5/151
<br />5/8 X1 1/4
<br />1 3/4 X1 1/
<br />OVER
<br />17
<br />J
<br />M
<br />Y1
<br />Q
<br />OVER
<br />Q
<br />J
<br />z Z
<br />6"
<br />OVER 6-THRU 12'
<br />6.
<br />Y
<br />2 1/4 X2
<br />2 i/{ X1 3/
<br />21/2 '
<br />3 1/2 X3 1/2
<br />2 1/2 %2 1/2
<br />1 1/4-
<br />1 1/2 %1 5/18
<br />1 5/8 %1 1/41
<br />3/4 %1 7/
<br />NOTES:
<br />1. THE ABOVE TABLE SHOWS EXAMPLES OF POST AND BRACE SECTIONS WHICH MAY
<br />COMPLY WITH THE SPECIFICATIONS
<br />2. SECTIONS SHOWN IN THE TABLES MUST ALSO COMPLY WITH THE STRENGTH
<br />REQUIREMENTS AND OTHER PROVISIONS OF THE SPECIFICATIONS
<br />3. OTHER SECTIONS WHICH COMPLY WITH THE STRENGTH REQUIREMENTS AND OTHER
<br />GATE POST
<br />FENCE
<br />GATE
<br />NOMINAL
<br />WEIGHT
<br />HEIGHT
<br />WIDTH
<br />I.D.
<br />PER FOOT
<br />UP THRU 6'
<br />2 1/2
<br />4.95
<br />6'-0"
<br />OVER WTHRU 12'
<br />4"
<br />10.79
<br />AND
<br />OVER 12'
<br />5"
<br />14.62
<br />LESS
<br />THRU 18'
<br />I
<br />OVER 18'TO
<br />6..
<br />18.97
<br />O
<br />N
<br />24' MAX.
<br />O
<br />U
<br />(N
<br />Il)
<br />UP THRU 6'
<br />3"
<br />7.58
<br />17
<br />J
<br />M
<br />Y1
<br />Q
<br />OVER
<br />Q
<br />J
<br />z Z
<br />6"
<br />OVER 6-THRU 12'
<br />S"
<br />14.62
<br />o
<br />OVER 12'
<br />6"
<br />18.97
<br />THRU 18'
<br />o
<br />OVER 18'TO
<br />8..
<br />28.55
<br />24' MAX.
<br />m
<br />OF THE SPECIFICATIONS MAY BE USED ON APPROVAL OF THE ENGINEER
<br />4. OPTIONS EXERCISED SHALL BE UNIFORM ON ANY ONE PROJECT NOTE:
<br />5. DIMENSIONS SHOWN ARE NOMINAL ABOVE POST DIMENSIONS AND WEIGHTS ARE MINIMUMS.
<br />6, PLASTIC SLATS ARE REQUIRED WHEN SPECIFIED ON THE PLANS LARGER SIZES MAY BE USED ON APPROVAL OF ENGINEER.
<br />F� CHAIN LINK FENCE
<br />SAN JOAQUIN CO STD D-12
<br />REFLECTOR SIGN -CALIFORNIA HIGHWAY
<br />CODE TYPE NR (24" X 24")
<br />2'
<br />AT END
<br />1:1
<br />I
<br />REFLECTORS SYMMETRICA Y N
<br />PLACED 12' ± O.C.
<br />6"X6" DENSE
<br />2"X8" SELECT GRADE STRUCTURAL GRADE
<br />LJ
<br />H-
<br />Q
<br />0
<br />0
<br />w
<br />0
<br />Of
<br />a_
<br />a
<br />z
<br />O
<br />U
<br />1n
<br />W
<br />0
<br />J
<br />Q
<br />CID
<br />M
<br />T--,<
<br />.f F w
<br />T
<br />DOUGLAS FIR SURFACED REDWOOD, TREATED `� Q
<br />FOUR SIDES. HEMLOCK OR TREATED -I N z
<br />DOUGLAS FIR SURFACE7D Er
<br />12' MAX. FOUR SIDES. O
<br />u -
<br />EVENLY SPACED
<br />TYPE "A" J Q
<br />O �Q
<br />REFLECTIVE SIGN -CALIF. HWY. �1" O o
<br />CODE W31, 30 SIZE
<br />CENTER ON BARRICADE. wU
<br />END co �
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