|
ENING
<br />,L)
<br />A
<br />4' DIA. PLAN VIEW
<br />STANDARD STORM DRAIN MANHOLE
<br />REFER TO STANDARD DRAWING
<br />3' DIA. NO, D-17. 4' DIA.
<br />OR SQ. GROUT TO FOUNDATIO
<br />2" 3" DIA, OF
<br />PIPE
<br />1 .
<br />3„
<br />-1
<br />2
<br />- ACLASS "B" CONCRETE
<br />5' MIN. 5' MIN.
<br />SECTION A —A SECTION A —A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />3 6" D IA.
<br />NOTES:
<br />1. THE FOUNDATION SHALL BE A MINIMUM OF 5' FOR 44" O.D. PIPE AND SMALLER.
<br />2, FOR PIPE LARGER THAN 44" 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 (LD. 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. Rem SADDLE —TYPE MANHOLE A"rq�by
<br />FOR DlreaWr of Public Welk.
<br />Drawn by JLD PIPE 24" DIA. AND LARGER
<br />Checked by COUNTY OF SAN JOAQUIN Dale SEPT. 1991
<br />Scale NONE DEPARTMOU Of PUBLIC WOWS Drgwing No. D — 18
<br />BACKFILL WITH MATERIALS EQUAL TO OR
<br />BETTER THAN THE EXISTING PAVEMENT
<br />AND BASE IN QUALITY. NEW PAVEMENT
<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 />EXISTING
<br />PAVEMENT
<br />6" M I N . -- 46"r— —i 6" - 6" MIN.
<br />(TYP.) (TYP.)
<br />COMPACT IN 12" MAX - i
<br />1! �,, 3'-0
<br />3'-0 :.:._:..._....._... LAYERS TO A MIN. RELATIVE
<br />i; COMPACTION OF 95%*
<br />_ UNDER PAVEMENT AND
<br />90% OUT PAVEMENT. .WW _...._ is VARIABLE
<br />VARIABLE y, _ ... COMPACT IN 24 MAX.
<br />... LAYERS TO A MIN. RELATIVE OD+12"
<br />COMPACTION OF 85%. O'
<br />�f x�,
<br />O.D./2 „ COMPACT IN 6' LAYERS
<br />A MINIMUM RELATIVE .m._
<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 />RIGID CONDUIT FLEXIBLE CONDUIT
<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. 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
<br />AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />No. Revised BY Approved by
<br />Feb. 1996 PD TYPICAL TRENCH BACKFILL
<br />Director of Public Works
<br />Drown by JLD
<br />ChecW by COUNTY OF SAN JOAQUIN �p7rawi
<br />ate JUNE 1997
<br />Sam NONE DEPARTIMM Of PUBLIC WORKS No. R-29
<br />4°' VARIABLE 4,r CONSTRUCT TRASH RACK
<br />OF #5 BARS 8" O.C.
<br />VERTICAL AND 18" O.C.
<br />"._.i_._..._._...... r.__... �......_. _� HORIZONTAL
<br />4"
<br />#4 @ 12"
<br />O.C.(TYPICAL)
<br />TOP VIEW
<br />CONSTRUCT TRASH
<br />OF #5 BARS 8" 0,
<br />VERTICAL AND 18"
<br />HORIZONTAL
<br />DO NOT ATTACH BOTTOM
<br />OF "TRASH RACK" TO SI
<br />k Revived
<br />Drawn by BCD
<br />Cheeked by
<br />S*de NONE
<br />CV
<br />4..
<br />SIDE VIEW
<br />BEND OUTER BARS OF GRATE
<br />INTO AN "EYE" AND CONNECT
<br />TO "EYE" OF "U" BARS SET
<br />INTO WALL
<br />E:
<br />REINFORCING TO BE #4 0
<br />12" O.C. USE CLASS "B" CONCRETE.
<br />By PIPE INLET STRUCTURE
<br />AND TRASH RACK
<br />30" PIPE AND SMALLER
<br />COUNTY OF SAN JOAQUIN
<br />DWARTMM of PUBLIC WORKS
<br />END AIDQQR�NER
<br />POST ASSEMBLY
<br />FOOTING DEPTH
<br />2'—fi FOR FABRIC LESS THAN 60' HIGH
<br />3'-0" FOR FABRIC WAND OVER
<br />Apo- ed by
<br />Dote SEPT. 1997
<br />Drawing No. D —
<br />BRACE TO BE REMOVED AFTER ALL OTHER
<br />POST HORIZONTAL BRACE WITH TRUSS ROD FENCE CONSTURC11ON IS COMPLETED UNLESS
<br />MAY BE USED AS AN ALTERNATE OTHERWISE DIRECTED BY THE ENGINEER.
<br />TO A DIAGONAL BRACE LINE POST
<br />DIAGONAL BRACE TENSION WIRE BRACE
<br />P.c CONCRETE 1 { I 1
<br />10'I-�-
<br />10,
<br />NOT LESS THAN 3 TOMES MAX. CROSS
<br />SECTION OF POST WITH MIN. OF r
<br />HORTzowTA>. BRACE wrTH
<br />r 3/T STO:1:L TRUSS RODS g MAX
<br />P/L P/L 1 GATE POST UTE PANEL
<br />FABRIC OUTSIDE 6' OR AS SPECIFIED
<br />OF FENCE OR AS SHOWN ON
<br />DETAIL PLANS
<br />(SEE NOTE BELOW)
<br />FACILITY
<br />NOTE: OFFSET TO BE 2'-0" AT MONUMENT LOCATIONS
<br />MEASURED AT RIGHT ANGLES TO R/W LINES.
<br />TAPER TO ACHIEVE OFFSET TO BE AT LEAST 20' LONG,
<br />FENCE LOCATION
<br />77 _Tl
<br />TYPICAL FABRIC MOUNTING DETAILS
<br />�- P.C. CONCRETE
<br />TYPE CL-4-48"
<br />TYPE CL-6-72"
<br />TYPICAL MEMBER DIMENSIONS (SEE NOTES)
<br />LINE POSTS
<br />CND, LOCH a CORNER POM
<br />BRACES
<br />FENCE
<br />ROUND
<br />ROU
<br />ROUND
<br />ROIL FORMED
<br />ROUNDH
<br />ROLL FORMED
<br />HEIGHT
<br />(ID)
<br />H
<br />FOMAD
<br />(ID)
<br />(ID)
<br />n
<br />f-1
<br />6' AND
<br />IE�
<br />1 1n.
<br />1 7/4 11 "
<br />1 7A1 M1 e/e
<br />T
<br />3 1/1 13 IA
<br />! X 1 3/4
<br />1 1/4'
<br />1 ,/1 rt 4 16
<br />1 ra MI 1/4
<br />1 V4 11 1/4
<br />ovut
<br />S
<br />1 V4 x2
<br />2 1/4 m 3/4
<br />2 1h'
<br />3 y2 13 1/2
<br />2 1/2 12 1/2
<br />1 1N'
<br />1 1/2 X1 e/1e
<br />11 SJr 11 r/4
<br />1 V4 11 1/4
<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 />OF THE SPECIFICATIONS MAY BE USED ON APPROVAL OF THE ENGINEER
<br />RODS
<br />i*'
<br />LINE POSTS OF 1000' MAX. INTERVALS
<br />BRACED AND TRUSSED IN BOTH DIRECTIONS
<br />EXCEPT THAT THIS BRACING AND TRUSSING
<br />MAY BE OMITTED WHEN THE FABRIC IS
<br />STRETCHED BY EQUIPMENT
<br />-VERTICAL STAY /-LATCH POST
<br />AT GATE POST
<br />10,
<br />GATE POST
<br />FENCE
<br />GATE
<br />NOMINAL
<br />WEIGHT
<br />HEIGHT
<br />WIDTH
<br />I.O.
<br />PER FOOT
<br />UP THRU 6'
<br />2 1/2 "
<br />4,95
<br />6'-0"
<br />aym 6TNRu 17
<br />4"
<br />10.79
<br />AND
<br />OVER 12'
<br />S"
<br />14.62
<br />LESS
<br />TFiRII tb'
<br />oNEx is r°
<br />61
<br />18,97
<br />UP THRV 6'
<br />3'
<br />7.58
<br />MR
<br />OVER e'rIIRt1 17
<br />5"
<br />14,62
<br />DYER 12'
<br />g'
<br />1&97
<br />TWO 18
<br />a4m tawo
<br />6-
<br />28 S5
<br />24• MAX,
<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 />No. Revised B/ APPro-d by
<br />1 feb. 1996 PD CHAIN LINK FENCE
<br />Director of Public lrgrla
<br />ten+ by DEW
<br />08*W ey COUNTY OF SAN JOAQUIN Lod. JUNE 1997
<br />Scow NONE 0FPNaMM OF Pk@W WOMM Dradnq Nq• D-12
<br />4" WIRE MESH
<br />2' 6„
<br />6„
<br />SECTION A —A
<br />WIRE MESH
<br />SECTION B—B
<br />�W�
<br />B A FRONT VIEW
<br />C C
<br />CONSTRUCT CUT-OFF
<br />WALL AROUND THE
<br />ENTIRE PERIMETER
<br />1 TOE OF
<br />CHANNEL SLOPE
<br />77
<br />s„ 7
<br />17
<br />B TOP VIEW A /AV
<br />1�-6t MIN,
<br />MITER CUT PIPE
<br />TO FIT FLUSH
<br />WITH SLOPE /
<br />MATCH CHANNEL. SIDE SLOPE 2,
<br />WIRE MESH
<br />6'-6'
<br />W = 6'-0" MINIMUM
<br />TOE OF CHANNEL W = 2 X PIPE DIA. (3' TO 6')
<br />SLOPE
<br />NOTE: 1. USE CLASS "6" CONCRETE OR
<br />GROUTED COBBLES AS SPECIFIED.
<br />2' M1N. , 2. 6X6X10 GA. WIRE MESH
<br />6 SECTION C-C THROUGHOUT CONCRETE
<br />No. Revised By Approved by
<br />1 A01Ig96 PD EROSION CONTROL
<br />PIPE DISCHARGE
<br />Drawn by JLD
<br />Checked by COUNTY OF SAN JOAQUIN Date JUNE 1997
<br />Score NONE DEPl1RTMEHr OF PUBLIC WORKS Drawing No. D-22
<br />L T�
<br />C14
<br />SYM M ETRI CA_
<br />ABOUT CL
<br />No.
<br />Raped
<br />By
<br />1
<br />Feb. 1996
<br />PD
<br />Drawn by
<br />BCD
<br />Checked by
<br />Scuts
<br />NONE
<br />TOP VIEW
<br />NOTES:
<br />1. B MAY BE REDUCED IF REQUIRED
<br />BY CHANNEL DIMENSIONS.
<br />2. REINFORCING BAR SPACING SHOWN
<br />IS MAXIMUM SPACING.
<br />3. USE CLASS "B" CONCRETE.
<br />4. REFER TO STANDARD DRAWING D-21
<br />FOR TRASH RACK DETAIL.
<br />n
<br />HALF SECTION A —A
<br />A
<br />SIDE VIEW
<br />DIMENSIONS 8c REINFORCING
<br />D
<br />W
<br />B
<br />L
<br />T
<br />REIN ALL
<br />ORCING
<br />3S'
<br />3'-5„
<br />5'-3"
<br />4,-0„
<br />6w.
<br />#5 0 127
<br />36'
<br />3'-8"
<br />5'-8"
<br />4'-2"
<br />6"
<br />#5 0 12"
<br />42"
<br />4'-4'
<br />6'-4"
<br />4'-8"
<br />6"
<br />#5 ® 12„
<br />48"
<br />4'-10"
<br />7,-2"
<br />5'-2„
<br />1 8"
<br />#6 0 12"
<br />54'
<br />5'-4'
<br />8'-O"
<br />6'-0"
<br />8"
<br />6 ® 12
<br />60"
<br />6'-0"
<br />8' -10"
<br />6'- 6"
<br />1 8"
<br /># 6 ® 12"
<br />PIPE INLET STRUCTURE
<br />33 PIPE AND LARGER
<br />COUNTY OF SAN JOAQUIN
<br />DEPlWTMEM of PUBLIC WORKS
<br />De" JUNE 1997
<br />Drawing No. D —
<br />RIP -RAP SWALE
<br />h 4:1 MAX.
<br />15' RADIUS,
<br />TYP.
<br />EROSION CONTRO A
<br />PIPE DISCHARGE
<br />SEE STD. DWG.
<br />NO. D-22. --\
<br />5'
<br />4:1 MAX.
<br />DOUBLE
<br />R/W � ? i I GATES --
<br />i
<br />—ems a`-- ='� e
<br />FEPIr'c
<br />8' 2'
<br />4:1 I
<br />CI jMAX.
<br />1a
<br />SECTION A —A
<br />10' MIN.
<br />A
<br />6' CHAIN LINK FENCE
<br />WITH PLASTIC SLATS
<br />- RIP -RAP SWALE
<br />SIDEWALK
<br />[.-OPENING 18'___
<br />DRAIN MANHOLE NOTE:
<br />DRAIN SYSTEM SIZE OF BASIN AND DEPTH
<br />TO BE DETERMINED BY
<br />HYDRAULIC CALCULATION
<br />MANHOLE
<br />No. Revised W STANDARD
<br />1 April 1998 PO COMMUNITY
<br />Drawn by JLD RETENTION BASIN
<br />`wAmd b/ COUNTY OF SAN JOAQUIN
<br />stow NONE DEPARTMENT OF PUBLIC WORKS
<br />Approved by
<br />Date JUNE 1997
<br />Drawing No. D — 2 4
<br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARR ESSI IMPROVEMENT PLANS FOR DATE: 10/28/1999
<br />DRAWN BY: RAE/RDF/RHK f� _ BLACK OAK ESTATES SCALE: 27
<br />ASSOCIATES 'r . zcy,i�_ HORIZONTAL: NTS OF
<br />DESIGN BY: SRB W N0. c o47099
<br />ENGINEERING. PLANNING . LANDSCAPE ARCHITECTURE . WATER RESOURCES . SURVEI9HG C� EXP. 12/31/99 /Z_ -_/ z �' / TYPICAL DETAILS VERTICAL: NONE
<br />sT Ofv��- �P CADFILE: SHT27—t det.DWG 2a
<br />PROD. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 9TFAF CA4�'� �
<br />PHONE (916) 565-7446 FAX (916) 565-7452 COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01
<br />PRINTED: THUR 10/28/1999 13,14:07
<br />
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