|
L24
<br />A GROUT SMOOTH ALL EDGES OF PIPE OPENING
<br />8„ r #5 REBARS (TYPICAL)
<br />MIN.
<br />A
<br />PLAN VIEW
<br />4' DIA.
<br />STANDARD STORM DRAIN MANHOLE
<br />REFER TO STANDARD DRAWING
<br />3' DIA.N0, D-17.
<br />OR SQ. //-GROUT TO FOUNDATION --
<br />r 3"
<br />2"
<br />3' OPENING (SEE NOTE NO 3)
<br />4' DIA.
<br />DIA. OF
<br />PIPE
<br />r 3"
<br />- CLASS "B" CONCRETE
<br />8„ 8„
<br />5' MIN. -� 5' MIN. eI
<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" 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 (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 />Ne. RewW By SADDLE -TYPE MANHOLE Apvo by
<br />F 0 R Di,ewr of PUNic wo a
<br />Dram byJLD PIPE 24" DIA. AND LARGER
<br />o sd by COUNTY OF SAN JOAQUIN Dols SEPT. 1991
<br />sooty NONE DEPARTMENT OF PUBLIC WORKS D. Ing No. D - 1f
<br />BACKFILL WITH MATERIALS EQUAL TO OR
<br />O.D.
<br />+ 20" MIN.
<br />RIGID CONDUIT
<br />O.D. I�
<br />�+ 20" MIN.
<br />FLEXIBLE CONDUIT
<br />VARIABLE
<br />OD+12"
<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. 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 />1 Feb. 1996 PD TYPICAL TRENCH BACKFILL
<br />Director of Public Works
<br />Oo.* by JLD
<br />Cbeawe by COUNTY OF SAN JOAQUIN Date JUNE 1997
<br />s aW NONE DEPARTMENT OF PL'MIC WORKS Drawing No. R-29
<br />J
<br />DO
<br />a
<br />VARIABLECONSTRUCT TRASH RACK
<br />4 OF #5 BARS 8" O.C.
<br />VERTICAL AND 18" O.C.
<br />HORIZONTAL
<br />-►I � 4"
<br />#4 ® 12„
<br />O.C.(TYPICAL)
<br />CONSTRUCT TRASH RAC
<br />OF #5 BARS 8" O.C.
<br />VERTICAL AND 18' O.C.
<br />HORIZONTAL
<br />DO NOT ATTACH BOTTOM
<br />OF "TRASH RACK" TO SLAB
<br />TOP VIEW
<br />45•
<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 />Variable
<br />NOTE:
<br />ALL REINFORCING TO BE #4
<br />12" O.C. USE CLASS "B" CONCRETE.
<br />Ne ReliNd By PIPE INLET STRUCTURE
<br />AND TRASH RACK Dkwu W Pubk1
<br />DraeaM BCD 30" PIPE AND SMALLER
<br />cIww "' COUNTY OF SAN JOAQUIN DOT- SEPT. 1997
<br />scde NONE DDPAmNENT OF PUBLIC WORKS Dra•'M9 No. D
<br />BETTER THAN THE EXISTING PAVEMENT
<br />POST
<br />AND BASE
<br />IN QUALITY. NEW PAVEMENT
<br />-Ar
<br />10'
<br />SHALL BE
<br />1" THICKER THAN EXISTING
<br />�TO A DVG0NAL BRACE
<br />PAVEMENT,
<br />MINIMUM OF 0.25 FEET.
<br />TENSION WIRE ^^.^'
<br />NEW BASE
<br />SHALL BE 1" THICKER THAN
<br />HEIGHT
<br />EXISTING BASE, MINIMUM OF 0.5 FEET.
<br />H
<br />STRETCHED BY EQUIPMENT
<br />EXISTING
<br />(Ip)
<br />3/6 SIM MUSS AM8 MAX
<br />IGALE POST GATE PANEL
<br />PAVEMENT
<br />6" MIN.
<br />{
<br />n
<br />6" t-
<br />-�
<br />(TYP.)
<br />, ,n A, in
<br />r
<br />l Ih n ,n
<br />: S ]n
<br />, IA •
<br />��,
<br />1 0 X, ,A
<br />, if4 n v.
<br />.,..
<br />COMPACT IN 12" MAX.
<br />12"
<br />54"
<br />5'-4"
<br />3' 0
<br />-
<br />8"
<br />6
<br />LAYERS TO A IN. RELATIVE
<br />6'
<br />ovm eTHRv tr
<br />W
<br />r
<br />vVYn
<br />COMPACTION OF 95%4 -?
<br />un•
<br />awn,h
<br />2,nn,n
<br />+w•
<br />nn+,AAA
<br />UNDER PAVEMENT AND
<br />71&7
<br />B
<br />28.55
<br />90% OUTSIDE PAVEMENT.
<br />VARIABLE
<br />COMPACT IN 24" MAX.
<br />'
<br />LAYERS TO A MIN. RELATIVE
<br />COMPACTION OF 85%.
<br />O.D. 2
<br />"
<br />COMPACT IN 6" LAYERS ;
<br />TO A MINIMUM RELATIVE
<br />COMPACTION OF 90%.
<br />10" MIN.
<br />O.D.
<br />10" MIN. 10" MIN. -
<br />O.D.
<br />+ 20" MIN.
<br />RIGID CONDUIT
<br />O.D. I�
<br />�+ 20" MIN.
<br />FLEXIBLE CONDUIT
<br />VARIABLE
<br />OD+12"
<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. 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 />1 Feb. 1996 PD TYPICAL TRENCH BACKFILL
<br />Director of Public Works
<br />Oo.* by JLD
<br />Cbeawe by COUNTY OF SAN JOAQUIN Date JUNE 1997
<br />s aW NONE DEPARTMENT OF PL'MIC WORKS Drawing No. R-29
<br />J
<br />DO
<br />a
<br />VARIABLECONSTRUCT TRASH RACK
<br />4 OF #5 BARS 8" O.C.
<br />VERTICAL AND 18" O.C.
<br />HORIZONTAL
<br />-►I � 4"
<br />#4 ® 12„
<br />O.C.(TYPICAL)
<br />CONSTRUCT TRASH RAC
<br />OF #5 BARS 8" O.C.
<br />VERTICAL AND 18' O.C.
<br />HORIZONTAL
<br />DO NOT ATTACH BOTTOM
<br />OF "TRASH RACK" TO SLAB
<br />TOP VIEW
<br />45•
<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 />Variable
<br />NOTE:
<br />ALL REINFORCING TO BE #4
<br />12" O.C. USE CLASS "B" CONCRETE.
<br />Ne ReliNd By PIPE INLET STRUCTURE
<br />AND TRASH RACK Dkwu W Pubk1
<br />DraeaM BCD 30" PIPE AND SMALLER
<br />cIww "' COUNTY OF SAN JOAQUIN DOT- SEPT. 1997
<br />scde NONE DDPAmNENT OF PUBLIC WORKS Dra•'M9 No. D
<br />END AND CORNER
<br />POST ASSEMBLY
<br />FOOTING DEPTH
<br />2'-6' FOR FABRIC LESS THAN 60' HIGH
<br />Y -O FOR FABRIC WAND OVER
<br />P/L P/L
<br />FOF FENCESIDEI I �II (spa ETAIL NS
<br />140TE BE
<br />FACILITY
<br />TRUSS
<br />RODS
<br />TO BE REMOVED AFTER ALL OTHER
<br />POST
<br />FENCE CONSTURCTION IS COMPLETED UNLESS
<br />HORIZONTAL
<br />HORIZONTAL BRACE WITH TRUSS ROD
<br />-Ar
<br />10'
<br />MAY BE USED AS AN ALTERNATE
<br />OTHERWISE DIRECTED BY THE ENGINEER.
<br />�TO A DVG0NAL BRACE
<br />LINE POST
<br />�DRGONAL BRACE
<br />TENSION WIRE ^^.^'
<br />END AND CORNER
<br />POST ASSEMBLY
<br />FOOTING DEPTH
<br />2'-6' FOR FABRIC LESS THAN 60' HIGH
<br />Y -O FOR FABRIC WAND OVER
<br />P/L P/L
<br />FOF FENCESIDEI I �II (spa ETAIL NS
<br />140TE BE
<br />FACILITY
<br />TRUSS
<br />RODS
<br />PECIFIED
<br />ON
<br />LOW)
<br />NOTE: OFFSET TO BE 2'-O' 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 />-a-` _f7 c�
<br />TYPICAL FABRIC MOUNTING DETAILS
<br />�- P.C. CONCRETE
<br />TYPE CL -4-46'
<br />TYPE CL -6-7Y
<br />TYPICAL MEMBER DIMENSIONS (SEE NOTES)
<br />. P.0 CONCRETE III
<br />.
<br />END. UOCRI A CABER POSTS
<br />BRACES
<br />-Ar
<br />10'
<br />ROUND
<br />I.D.
<br />Rqi
<br />UNE POSTS OF 1000' MAX. INTERVALS
<br />NOT LESS THAN 3 TIMES MAX. CROSS
<br />BRACED AND TRUSSED IN BOTH DIRECTIONS
<br />SECTION OF POST WfH MIN. OF 8'
<br />EXCEPT THAT THIS BRACING AND TRUSSING
<br />HEIGHT
<br />MAY BE OMITTED WHEN THE FABRIC IS
<br />H
<br />STRETCHED BY EQUIPMENT
<br />HORIZONTAL OWE Mr
<br />(Ip)
<br />3/6 SIM MUSS AM8 MAX
<br />IGALE POST GATE PANEL
<br />AfRTICAL STAY
<br />/'MATCH POST
<br />PECIFIED
<br />ON
<br />LOW)
<br />NOTE: OFFSET TO BE 2'-O' 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 />-a-` _f7 c�
<br />TYPICAL FABRIC MOUNTING DETAILS
<br />�- P.C. CONCRETE
<br />TYPE CL -4-46'
<br />TYPE CL -6-7Y
<br />TYPICAL MEMBER DIMENSIONS (SEE NOTES)
<br />FENCE
<br />UNE POSTS
<br />END. UOCRI A CABER POSTS
<br />BRACES
<br />FENCE
<br />ROUND
<br />I.D.
<br />Rqi
<br />ROUND
<br />ROLL FORMED
<br />ROUNDH
<br />4.95
<br />ROLL FORMED
<br />HEIGHT
<br />(ID)
<br />H
<br />ronED
<br />(ID)u'
<br />(Ip)
<br />14.62
<br />LESS
<br />n
<br />4'-4"
<br />n
<br />W nD
<br />UN4
<br />, An •
<br />, ,ro A W'A
<br />, ,n A, in
<br />r
<br />l Ih n ,n
<br />: S ]n
<br />, IA •
<br />A AA r, d,.
<br />1 0 X, ,A
<br />, if4 n v.
<br />am
<br />12"
<br />54"
<br />5'-4"
<br />8'-0"
<br />OVER
<br />8"
<br />6
<br />®12
<br />6'
<br />ovm eTHRv tr
<br />W
<br />r
<br />vVYn
<br />1WaAsp
<br />un•
<br />awn,h
<br />2,nn,n
<br />+w•
<br />nn+,AAA
<br />1 en .I v.,v.nv.
<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 />AT GTE POS
<br />10'
<br />GATE POST
<br />FENCE
<br />GATE
<br />NOMINAL
<br />WEIGHT
<br />HEIGHT
<br />WIDTH
<br />I.D.
<br />PER FOOT
<br />4'-0"
<br />UP THRU 6'
<br />21/2
<br />4.95
<br />6'-0'
<br />OVER STHRV 12,
<br />1
<br />10.79
<br />AND
<br />OVER IT
<br />5'
<br />14.62
<br />LESS
<br />THRu 1a'
<br />4'-4"
<br />6'-4"
<br />4'-8"
<br />O`AR IBM
<br />�
<br />18.97
<br />12"
<br />24' MIK.
<br />4'-10"
<br />7'-2"
<br />5'-2"
<br />UP THRU 6'
<br />Y
<br />7.58
<br />12"
<br />54"
<br />5'-4"
<br />8'-0"
<br />OVER
<br />8"
<br />6
<br />®12
<br />6'
<br />ovm eTHRv tr
<br />5
<br />14.62
<br />6'-6"
<br />OYER 12'
<br />6'
<br />18.97
<br />12"
<br />nnu 18.
<br />71&7
<br />B
<br />28.55
<br />MAX.
<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 />Ho. RMwE BY AVby
<br />1 Feb. 1996 PD CHAIN LINK FENCE
<br />ONoctar of Public: wbob,
<br />ae.Y. by DEW
<br />m b, COUNTY OF SAN JOAQUIN ow JUNE 1997
<br />m. NONE MwneaD PEucW4e¢ pv.WgNe. D-12
<br />4" WIRE MESH
<br />2' 6"
<br />SECTION A -A
<br />WIRE MESH
<br />is
<br />SECTION B -B
<br />B7 A7 FRONT VIEW
<br />�-- I-- -----
<br />G I CONSTRUCT CUT-OFF
<br />WALL AROUND THE I I W
<br />ENTIRE PERIMETER
<br />I TOE OF
<br />CHANNEL SLOPE
<br />- - - - - - - -
<br />B TOP VIEW A
<br />V-6` MIN,
<br />MITER CUT PIPE
<br />TO FIT FLUSH
<br />WITH SLOPE /
<br />MATCH CHANNEL SIDE SLOPE 2, /
<br />WIRE MESH
<br />6'-0"
<br />W = 6'-0" MINIMUM
<br />TOE OF CHANNEL W = 2 X PIPE DIA. (3' TO 6')
<br />SLOPE
<br />NOTE: 1. USE CLASS "B" CONCRETE OR
<br />GROUTED COBBLES AS SPECIFIED.
<br />2' MIN. 2. 6X6X10 GA. WIRE MESH
<br />SECTION C -C THROUGHOUT CONCRETE
<br />N' Revised ByEROSION CONTROL Pppyoved by
<br />1 A01 1996 PD
<br />PIPE DISCHARGE X to °TPDNicI
<br />Drown by JLD
<br />Cb.kw! by COUNTY OF SAN JOAQUIN Date JUNE 1997
<br />so* NONE DTPARTwD+f OF PUBLIC WORKS Drawing No. D-22
<br />L T�
<br />N
<br />m
<br />SYMMETRICAL
<br />ABOUT CL
<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 />L
<br />HALF SECTION A -A
<br />6„� f A
<br />SIDE VIEW
<br />DIMENSIONS & REINFORCING
<br />D
<br />W
<br />B
<br />L
<br />T
<br />ALL
<br />REINFORCING
<br />33"
<br />3'-5"
<br />5'-3"
<br />4'-0"
<br />6"
<br />#5
<br />®
<br />12"
<br />36"
<br />3'-8"
<br />5'-8"
<br />4'-2"
<br />6"
<br />5
<br />®
<br />12-
<br />42"
<br />4'-4"
<br />6'-4"
<br />4'-8"
<br />6"
<br />#5
<br />®
<br />12"
<br />48"
<br />4'-10"
<br />7'-2"
<br />5'-2"
<br />8"
<br />#6
<br />®
<br />12"
<br />54"
<br />5'-4"
<br />8'-0"
<br />6'-0"
<br />8"
<br />6
<br />®12
<br />66' i
<br />6'-0"
<br />8'-10"
<br />6'-6"
<br />8"
<br />#6
<br />®
<br />12"
<br />No. RevbM Br
<br />Fa 1906 PD PIPE INLET STRUCTURE
<br />33" PIPE AND LARGER
<br />Droen by BCD
<br />Cb.H by COUNTY OF SAN JOAQUIN
<br />NONE DmwR m a PUBLIC WORKS
<br />Dow JUNE 1997
<br />ooNWy Na.
<br />R.__
<br />RIP -RAP SWALE
<br />4:1 IMAX.
<br />1
<br />15' RADIUS,
<br />TYP.
<br />41
<br />1% 1% �- >
<br />-�
<br />FENCE
<br />8 21_
<br />zz
<br />4:1 I`
<br />MAX.
<br />1% L„
<br />SECTION A -A
<br />10' MIN.
<br />EROSION CONTRO 1
<br />PIPE DISCHARGE r A I A
<br />SEE STD. DWG.
<br />NO. D-22.
<br />6' CHAIN LINK FENCE
<br />5' WITH PLASTIC SLATS
<br />fRIP -RAP SWALE
<br />(I 4:1 MAX.
<br />DOUBLE
<br />R - z GATES
<br />K II SIDEWALK
<br />D - MIN.
<br />r -OPENING
<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 BY STANDARD Approved by
<br />I APHI 1996 PD COMMUNITY
<br />Director of Pu is Works
<br />Dra.byJLD RETENTION BASIN
<br />C'Neked by COUNTY OF SAN JOAQUIN Date JUNE 1997
<br />sw. NONE DEPARTMENT OF PUBLIC WOfUS Drawing No. D-24
<br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB o�ESS/ IMPROVEMENT PLANS FOR DATE: 10/28/1999
<br />CELLA BARB � 1R �q� 27
<br />DRAWN BY: RAE/RDF/RHKcm , BLACK OAK ESTATES SCALE:
<br />ASSOCIATESz z��� HORIZONTAL: NTS OF
<br />DESIGN BY: SRBNO. C 047 VERTICAL: NONE
<br />ENGNEEERNG. PLANNING . LANDSCAPE ARCHITECTURE. WATER RESOURCES. SURJE'r1Nf, 0'- EXP. 12/31/99 Iz--/z-e;, TYPICAL DETAILS
<br />*sr CIV)V�P CADFILE: SHT27-t det.DWG `28
<br />PROD. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 gTFq CgL1W' %�
<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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