|
1
<br />k7
<br />R/W 6I R/W
<br />60'
<br />2.5' + will 2.5'
<br />5.5' 5.5'
<br />2' 2'
<br />\ 20' 20'
<br />2:1 MAX }�,.� �� est 2:1 MAX
<br />TYPE Ill CURB, --'AC PAVEMENT OVER PRIME COAT
<br />GUTTER & SIDEWALK AGGREGATE BASE
<br />TYPICAL SECTION CALIFORNIA TYPICAL SECTION CALIFORNIA PLAZA DRIVE
<br />NOT TO SCALE
<br />AC = 0.38'
<br />AB = 1.67'
<br />TI = 8.0'
<br />R= 5.0'
<br />67
<br />R/W 84, R/W
<br />42' 42'
<br />4.5' --r kii 4.5'
<br />5.5' - 5.5'
<br />2' 30' 30, 2'--e-
<br />2:1
<br />' 2:1 MAX =_ 111,111or 2X��g<2:1 MAX
<br />TYPE "A" CURB,-/
<br />GUTTER & SIDEWALK
<br />AC PAVEMENT OVER PRIME COAT
<br />AGGREGATE BASE
<br />TYPICAL SECTION SCHULTE COURT
<br />say '„n.E
<br />DWG NAME:17891P2.DWG
<br />NOT TO SCALE
<br />AC = 0.38'
<br />AB = 1.67'
<br />TI = 8.0'
<br />R = 5.0'
<br />Cast Iran Frame one Cover - refer
<br />Top of pavement grad to Standard Drawing No, S-4
<br />Mortar
<br />b x
<br />Precast reinforced concrete 1 a
<br />6"
<br />gradse aolusfine" rings --
<br />2' . eq 4', & sections
<br />as
<br />uired
<br />Precast
<br />_
<br />Precast reinforced
<br />concrete cone tp
<br />All lolts nmortared and 2 -0
<br />banded with mortar on Dam .N
<br />both Interior and -�-
<br />exterior surfaces -
<br />5" Mm.
<br />Pill reinforced manhme,
<br />ASTM C478, adjust to
<br />proper elevation. (1'.2',3'. &,
<br />4' sections as required)
<br />A -r >
<br />Nates. Diem.
<br />1. Eccenv'c cones s'nall be m�-
<br />used where specified on (\^x
<br />the plans. v ko t
<br />Jo
<br />to may be ether keyed T ___
<br />or tongue end groove. } -.77,
<br />., Demeter A shall be1.
<br />Lowest
<br />48 60 or 72 as 4
<br />required L Cass S" concrete for :m
<br />base. ?re cast base
<br />may too
<br />used .f approved
<br />by theDirect or of Public works
<br />ELEVATION
<br />LTn e u4 f'-6' concrete cone may be used If approved by the Director
<br />of pi,
<br />bill World
<br />,Std Frame &Cover Clear
<br />M.nar
<br />\ Flat slap shall be uses '.been
<br />5 depth toes not permit se of
<br />L Max. tapered unit
<br />V- 24 --i Use precast H-20 lona rated
<br />U. as manufactured by T, -,nest Precast
<br />�
<br />E' Min. ar equal. � Frame shall be C to riser or
<br />A'1 flat Slab top withh cemcement mora,
<br />II FLAT SLAB TOP
<br />2'-6"
<br />6„ l 2._0"
<br />3/4' R 1 � Depressed letter "W'
<br />(typ.) \ -..- - or S" (two inches
<br />Level line v hillh)in curb io
<br />Itlo se,vice
<br />boa
<br />T- I OCCtIr15
<br />0
<br />T N
<br />1 ♦ _ � , y �� li N �
<br />3. ree-
<br />Three 5/8" x 24" long steel W- Water line -
<br />dowels, greased ond S- Sanitary sewer line
<br />wrapped one side through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />Variable 2 -0 -�1
<br />eve.: Ilne
<br />1 1/7"�
<br />Broom finish z/4
<br />/
<br />Scored line if r�(typ.)�
<br />-- 6 monolithic pour 5" t
<br />Slope 1/4" per 1 Broom
<br />f I �firt Sl ll \
<br />Y
<br />N
<br />8 x 24' long steel dowels 1 1 1
<br />spaced 12" o.c, greased cnd
<br />wrcppea one side through 12 12 1 1/2 & 3 1/2 key
<br />every excansion joint. unless Insures monolitnk
<br />NOTESCURB, GUTTER & SIDEWALK
<br />1 f_onstruct 3/8" expansion joints ® 200' maximum and 1/4" returns, erourc
<br />light poles, nydrants and other fixed objects at sidewalk.
<br />2 Transverse weakened plane joints shall be constructed ® 12' maxi -um
<br />Intervals.
<br />' All radii ore 3/4" unless otherwisespecified.
<br />4 Curb, gutter, and sidewalk should have a broom finish.
<br />5 All :orb returns shall be type A curb and gutter.
<br />6 For subarade "R" value less then 50, place six inches aggregate subbase
<br />under all concrete and compact to 907. Subgrade material under curb gutter
<br />one sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />inches.
<br />TYPE "A"
<br />CURB, GUTTER, & SIDEWALK
<br />JLD COMMERCIAL & INDUSTRIAL
<br />COUNTY of SAN JonoulN SEPT 1991
<br />VQVE � 5
<br />PLAN
<br />/ I
<br />Lip of Gutta-
<br />Did, or Sq. Standard frame and
<br />No adapter joints in
<br />6cover ossemoiy
<br />special pipe
<br />-- Typ "�'�---36-�
<br />N
<br />1
<br />I
<br />Too of Curb
<br />Cost Iron Hood
<br />4
<br />existing base, minimum of 0.5 feet.
<br />E-
<br />Survey monuments
<br />8 be or euro
<br />soil 3/4"0 x 30" iron pin
<br />dins t M1 rt t
<br />to f ow lie of Ape
<br />., v�
<br />.
<br />exceeds 4
<br />decline and approved mechanical joints sholl be used Where sewer
<br />}
<br />"
<br />/ layers to a min.
<br />a f
<br />3 3/8" RI 3 3�4
<br />1 Flowlee of
<br />Cutter
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR-31-
<br />DR 5
<br />relative compact'on
<br />0pt'cnc -
<br />'k
<br />R
<br />\t8ON Y\
<br />1/16 raisers
<br />letters
<br />\
<br />V/
<br />2'each,0 x 12' 0.,,ed
<br />and shoulders dna \
<br />- - 90% A/
<br />strocbo Join•�
<br />See Nate 8
<br />;o he es 7 N
<br />- _ outside shoulders-
<br />\ \
<br />Matenci: Cost iron
<br />N
<br />in wall at
<br />_OLE C
<br />N
<br />" n ate
<br />I �-
<br />/4"
<br />� N
<br />Corson,ton Joint
<br />2 1/7 1 1
<br />If a alk e l trip n
<br />_e- _
<br />a0
<br />m�
<br />Diameter
<br />ZONE P'
<br />5y
<br />0" M,^ -^i
<br />oar,
<br />w
<br />SURVEY MONUMENT
<br />FRAME & COVER ASSEMBLY
<br />16
<br />No. 4 bars
<br />3' =,{
<br />�
<br />;got
<br />l
<br />aressee os n Cas< C.
<br />w,•°;
<br />A
<br />D
<br />As n alt f t Co. A o
<br />0' concrete encasement head water mains, shall be reviewed
<br />P.C.C.)
<br />°
<br />COUNTY OF SAN JOAQUIN '• SEPT. 1991'
<br />NONE
<br />pnwMkr a °a ..:,,,$ --
<br />R_cc
<br />in r, I I-
<br />#4 bar hoop 24" O.C. Environmental Health Dept.
<br />TION A
<br />SSG A
<br />�
<br />CASE A
<br />-Subgrade
<br />I
<br />SEPARATION STANDARDS
<br />e obta"q curb if
<br />JLD
<br />f curb return s k inn
<br />y t edge
<br />sidewalk
<br />COUNTY OF SAN JOAQUIN
<br />fico on t b lar m
<br />,.°. NONE
<br />I,
<br />that on plan m
<br />the Ali n
<br />F^dtl�
<br />1,
<br />-Iced sr II ce Cas[ Iron cod be
<br />5.
<br />d planting area v,ath c equal
<br />e]3:
<br />o P' CE�MX P-6002
<br />eggu c `C,
<br />to greater :ran ramp area.
<br />'
<br />ane grate shall be caval
<br />mp me lope '%- astance=3'
<br />1
<br />.0 ;
<br />"PHCEN1x P-53Ct. Chain Grate '
<br />i see
<br />(See Case G)
<br />t0 `tome. E E
<br />E
<br />n t 2
<br />..
<br />•eta=: capprovaln y ce uses
<br />_
<br />6
<br />to.ncste
<br />,
<br />s t to er approval of 'he .6
<br />er,A, f P life Narks.
<br />lean';tuamal porton of te
<br />hbasn Wells may be poured to
<br />Cw
<br />ealk y d to beda-
<br />y
<br />. t2" as
<br />on elevation not less than 2' below
<br />dr<sse° nd Caseu e.
<br />ad
<br />I
<br />'to of Cur- It small be the Mln.
<br />locates he
<br />soonsb v of the Contractor
<br />T-
<br />'f
<br />des f to p d not
<br />k
<br />c rl- .nd pour the uoper 2'
<br />I ao.
<br />-�
<br />at re t . basin morollhadly
<br />at
<br />cam
<br />.,it t,e Curb and Gutter.
<br />4
<br />All exposed steel shall be dlppea
<br />m
<br />with [ boas of coal cr pitch reeled
<br />the blind r m snarl
<br />Tnmam el 18OF a, galvanaea SECTION B -B
<br />nave 1/z r t d5.
<br />see Nate n i located
<br />B
<br />saewmo
<br />TYPE 2
<br />a &-
<br />a p thickness.
<br />r mail b a
<br />CURB INLET CATCHBASIN
<br />to
<br />The r ma 1 z virus
<br />-
<br />-
<br />u g. z herng
<br />portion l
<br />won
<br />clan• of SAN Joaouw
<br />• SEPT19911
<br />-. ,m..tw.t a wu .les
<br />1 4 center
<br />C*°. p 14
<br />say '„n.E
<br />DWG NAME:17891P2.DWG
<br />NOT TO SCALE
<br />AC = 0.38'
<br />AB = 1.67'
<br />TI = 8.0'
<br />R = 5.0'
<br />Cast Iran Frame one Cover - refer
<br />Top of pavement grad to Standard Drawing No, S-4
<br />Mortar
<br />b x
<br />Precast reinforced concrete 1 a
<br />6"
<br />gradse aolusfine" rings --
<br />2' . eq 4', & sections
<br />as
<br />uired
<br />Precast
<br />_
<br />Precast reinforced
<br />concrete cone tp
<br />All lolts nmortared and 2 -0
<br />banded with mortar on Dam .N
<br />both Interior and -�-
<br />exterior surfaces -
<br />5" Mm.
<br />Pill reinforced manhme,
<br />ASTM C478, adjust to
<br />proper elevation. (1'.2',3'. &,
<br />4' sections as required)
<br />A -r >
<br />Nates. Diem.
<br />1. Eccenv'c cones s'nall be m�-
<br />used where specified on (\^x
<br />the plans. v ko t
<br />Jo
<br />to may be ether keyed T ___
<br />or tongue end groove. } -.77,
<br />., Demeter A shall be1.
<br />Lowest
<br />48 60 or 72 as 4
<br />required L Cass S" concrete for :m
<br />base. ?re cast base
<br />may too
<br />used .f approved
<br />by theDirect or of Public works
<br />ELEVATION
<br />LTn e u4 f'-6' concrete cone may be used If approved by the Director
<br />of pi,
<br />bill World
<br />,Std Frame &Cover Clear
<br />M.nar
<br />\ Flat slap shall be uses '.been
<br />5 depth toes not permit se of
<br />L Max. tapered unit
<br />V- 24 --i Use precast H-20 lona rated
<br />U. as manufactured by T, -,nest Precast
<br />�
<br />E' Min. ar equal. � Frame shall be C to riser or
<br />A'1 flat Slab top withh cemcement mora,
<br />II FLAT SLAB TOP
<br />2'-6"
<br />6„ l 2._0"
<br />3/4' R 1 � Depressed letter "W'
<br />(typ.) \ -..- - or S" (two inches
<br />Level line v hillh)in curb io
<br />Itlo se,vice
<br />boa
<br />T- I OCCtIr15
<br />0
<br />T N
<br />1 ♦ _ � , y �� li N �
<br />3. ree-
<br />Three 5/8" x 24" long steel W- Water line -
<br />dowels, greased ond S- Sanitary sewer line
<br />wrapped one side through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />Variable 2 -0 -�1
<br />eve.: Ilne
<br />1 1/7"�
<br />Broom finish z/4
<br />/
<br />Scored line if r�(typ.)�
<br />-- 6 monolithic pour 5" t
<br />Slope 1/4" per 1 Broom
<br />f I �firt Sl ll \
<br />Y
<br />N
<br />8 x 24' long steel dowels 1 1 1
<br />spaced 12" o.c, greased cnd
<br />wrcppea one side through 12 12 1 1/2 & 3 1/2 key
<br />every excansion joint. unless Insures monolitnk
<br />NOTESCURB, GUTTER & SIDEWALK
<br />1 f_onstruct 3/8" expansion joints ® 200' maximum and 1/4" returns, erourc
<br />light poles, nydrants and other fixed objects at sidewalk.
<br />2 Transverse weakened plane joints shall be constructed ® 12' maxi -um
<br />Intervals.
<br />' All radii ore 3/4" unless otherwisespecified.
<br />4 Curb, gutter, and sidewalk should have a broom finish.
<br />5 All :orb returns shall be type A curb and gutter.
<br />6 For subarade "R" value less then 50, place six inches aggregate subbase
<br />under all concrete and compact to 907. Subgrade material under curb gutter
<br />one sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />inches.
<br />TYPE "A"
<br />CURB, GUTTER, & SIDEWALK
<br />JLD COMMERCIAL & INDUSTRIAL
<br />COUNTY of SAN JonoulN SEPT 1991
<br />VQVE � 5
<br />IN STANDARD STORM a
<br />DRAIN MANHOLE w,
<br />OLD
<br />COUNTY OF SAN JOAOUIN SEPI 1_9'
<br />.••° ° ar°.w>rrxt or Wear •CNFS -aw-ml
<br />--1 ire. cr'r
<br />12-
<br />NOTE. Dimensions
<br />Did, or Sq. Standard frame and
<br />No adapter joints in
<br />6cover ossemoiy
<br />special pipe
<br />shall be 1" thicker than existing
<br />N
<br />1
<br />A B
<br />_4
<br />888°�°88880 oP�C.0 ors° el 3,
<br />4
<br />existing base, minimum of 0.5 feet.
<br />Undisturbed
<br />Survey monuments
<br />basement
<br />soil 3/4"0 x 30" iron pin
<br />dins t M1 rt t
<br />with identification marks
<br />., v�
<br />TYPICAL SECTION
<br />I
<br />onapact In 12" max.
<br />decline and approved mechanical joints sholl be used Where sewer
<br />}
<br />ry
<br />SUR
<br />/ layers to a min.
<br />a f
<br />3 3/8" RI 3 3�4
<br />2
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR-31-
<br />DR 5
<br />relative compact'on
<br />U
<br />'k
<br />R
<br />\t8ON Y\
<br />1/16 raisers
<br />letters
<br />\
<br />V/
<br />re dlonjitudmally
<br />pSS
<br />and shoulders dna \
<br />- - 90% A/
<br />CoverLift Frame
<br />See Nate 8
<br />;o he es 7 N
<br />- _ outside shoulders-
<br />\ \
<br />Matenci: Cost iron
<br />N
<br />t 12=
<br />_OLE C
<br />N
<br />layers to a minimumJr
<br />I �-
<br />Flanrnq
<br />/4"
<br />� N
<br />T
<br />2 1/7 1 1
<br />If a alk e l trip n
<br />6" f t /d.
<br />a0
<br />m�
<br />Diameter
<br />ZONE P'
<br />SECTION A -A
<br />0" M,^ -^i
<br />oar,
<br />w
<br />SURVEY MONUMENT
<br />FRAME & COVER ASSEMBLY
<br />to Sidewalk hall be de
<br />No. 4 bars
<br />3' =,{
<br />�
<br />;got
<br />l
<br />aressee os n Cas< C.
<br />w,•°;
<br />A
<br />D
<br />As n alt f t Co. A o
<br />0' concrete encasement head water mains, shall be reviewed
<br />P.C.C.)
<br />°
<br />COUNTY OF SAN JOAQUIN '• SEPT. 1991'
<br />NONE
<br />pnwMkr a °a ..:,,,$ --
<br />R_cc
<br />IN STANDARD STORM a
<br />DRAIN MANHOLE w,
<br />OLD
<br />COUNTY OF SAN JOAOUIN SEPI 1_9'
<br />.••° ° ar°.w>rrxt or Wear •CNFS -aw-ml
<br />--1 ire. cr'r
<br />O.D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />I_ 6"- Mir,
<br />_ (1yp;
<br />J
<br />Variable
<br />i
<br />D+ 12"
<br />I -, 20" Min I
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relb 2e companion of materials shall be tested in accordant with
<br />;he Mate of California, Dept- of Transportation Teti Monaco, test
<br />m cu ed No. California 216 or 231.
<br />2 All ax'stl ng pavement shall be neatly cut to line prior to trend, excavatior
<br />1 Jetting or ponding will be permitted within the street .Right cf Nay with
<br />Is 3 year band.
<br />4. When shown by soil composition and compaotability ninety percent (907)
<br />compaction may be used, when approved by the Director of nucha Works
<br />- Special bedding requirements may be shown on the plans or specfied lir
<br />spec at provisions.
<br />6. Shoulders snap 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 measured
<br />from the edge of pavement,
<br />TYPICAL TRENCH BACKFILL
<br />JLD M °
<br />+I COUNTY OF SAN JOAQUIN N• SEPT °•19911
<br />NG4E a.„macs. , weuo towns II ar•w N°
<br />- 29
<br />ZONE C
<br />See Not la
<br />NOTE. Dimensions
<br />better than the existing pavement
<br />No adapter joints in
<br />and base in quality. New pavement
<br />special pipe
<br />shall be 1" thicker than existing
<br />N
<br />1
<br />,
<br />u distance from cum to back or
<br />4
<br />existing base, minimum of 0.5 feet.
<br />7
<br />Existing Pavement
<br />6('yP)
<br />�6"�-
<br />dins t M1 rt t
<br />-
<br />., v�
<br />d
<br />onapact In 12" max.
<br />decline and approved mechanical joints sholl be used Where sewer
<br />3 0'
<br />coma4 int a d 4'
<br />latform C A
<br />/ layers to a min.
<br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />2
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR-31-
<br />DR 5
<br />relative compact'on
<br />Pn dew IY ay be d
<br />'k
<br />of pipe with no joints shall be centered at the were men. No
<br />of 95%. under pavement \,
<br />adaptor lolnts will be allowed closer than 8 feet to the weer line
<br />\
<br />V/
<br />re dlonjitudmally
<br />pSS
<br />and shoulders dna \
<br />- - 90% A/
<br />No .voter moms shall be constructed without special permission
<br />See Nate 8
<br />from County Environmental Health Dept -
<br />- _ outside shoulders-
<br />as Case B or C of may
<br />N
<br />t 12=
<br />_OLE C
<br />Crasl lx
<br />layers to a minimumJr
<br />be E n a c o.
<br />Flanrnq
<br />- N
<br />T
<br />2
<br />If a alk e l trip n
<br />Are
<br />a0
<br />m�
<br />Compact in 6" to ars
<br />to �abve
<br />ZONE P'
<br />s a m t o em of
<br />0" M,^ -^i
<br />oar,
<br />Full Cwo
<br />F
<br />NOT-'
<br />to Sidewalk hall be de
<br />No. 4 bars
<br />3' =,{
<br />�
<br />;got
<br />l
<br />aressee os n Cas< C.
<br />1
<br />A
<br />3.
<br />As n alt f t Co. A o
<br />0' concrete encasement head water mains, shall be reviewed
<br />P.C.C.)
<br />Crosswalk I�
<br />may a s n U cache
<br />sign locations.
<br />!�
<br />#4 bar hoop 24" O.C. Environmental Health Dept.
<br />of the curb Case E.
<br />as
<br />WATER -SEWER
<br />CASE A
<br />d.
<br />when ram. - located 'n center
<br />SEPARATION STANDARDS
<br />e obta"q curb if
<br />JLD
<br />f curb return s k inn
<br />y t edge
<br />sidewalk
<br />COUNTY OF SAN JOAQUIN
<br />fico on t b lar m
<br />,.°. NONE
<br />�oi
<br />that on plan m
<br />the Ali n
<br />F^dtl�
<br />dr.ambe it
<br />aced amt< w
<br />5.
<br />d planting area v,ath c equal
<br />e]3:
<br />to greater :ran ramp area.
<br />Mo. .
<br />c
<br />mp me lope '%- astance=3'
<br />i see
<br />(See Case G)
<br />E
<br />Note la
<br />_
<br />6
<br />Far Cases F and G. the
<br />lean';tuamal porton of te
<br />Cw
<br />ealk y d to beda-
<br />y
<br />dr<sse° nd Caseu e.
<br />ad
<br />I
<br />)
<br />locates he
<br />12.5].
<br />'f
<br />des f to p d not
<br />k
<br />I ao.
<br />n „ Front ca of
<br />Edge
<br />be parson l but the
<br />at
<br />cam
<br />rate g Sidewalk
<br />xE(h l to p ll be a
<br />B.
<br />the blind r m snarl
<br />nave 1/z r t d5.
<br />see Nate n i located
<br />B
<br />saewmo
<br />n comer pr euro rew.n
<br />CASE B
<br />a p thickness.
<br />r mail b a
<br />to
<br />The r ma 1 z virus
<br />See t3 at
<br />border : h l/ y e
<br />u g. z herng
<br />portion l
<br />won
<br />hat min
<br />Too of of Rama
<br />pro. rratelr /4' See
<br />dot LM1 Th.ave
<br />1 4 center
<br />26_Mav
<br />of bene
<br />p a trfn .arse
<br />ird turn
<br />\ b -33y^ 'wax \
<br />or aimed mad f t ovens,
<br />L
<br />1Te o 9 wok
<br />R°anaee
<br />eM1Ce " rh area mer
<br />SECTION A -A
<br />see
<br />d'
<br />1.
<br />whenra p l d in
<br />a i r of b t it
<br />note
<br />�-- Reta' Curb it
<br />ing
<br />be • ages
<br />oT l/ qro
<br />8.33%
<br />sari
<br />/ earned,
<br />an
<br />" at 1 1 1 Z sec
<br />Grooves
<br />Lip
<br />Mm.
<br />u Max.
<br />g .ng a tai. in
<br />-=
<br />a. aligned parallel m crop -ml
<br />�-
<br />stfrpes to di near blind pedes-
<br />trians mappropriate
<br />alk.
<br />Toa of
<br />Rounded
<br />'OTD
<br />SECTION B -B
<br />12'
<br />R l ,1, from 1° m of
<br />Depress entre sidewalk as required
<br />D < 12.59 e t an -
<br />form wM 1 gt Q sidewalk
<br />sloe adjacent top or the
<br />farm0 pt C C & G
<br />Lip -
<br />R"tc cure T
<br />13.
<br />6 lar 4 1/2 ght d 2%
<br />\
<br />ag
<br />2> Max_ ry
<br />sopnq sd k. Far 6 curb
<br />height use 8 romp or case C
<br />F -
<br />SECTION C -C
<br />Sheet 1 of 2
<br />by
<br />wD..•e or
<br />HANDICAP RAMP
<br />JLC
<br />Irk. ° w
<br />1 COUNTY OF SAN JOAQUIN
<br />°°�• SEPT. 1991
<br />sc°• NCr.E
<br />r ern or queue works
<br />p -c y° F, �r,
<br />O.D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />I_ 6"- Mir,
<br />_ (1yp;
<br />J
<br />Variable
<br />i
<br />D+ 12"
<br />I -, 20" Min I
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relb 2e companion of materials shall be tested in accordant with
<br />;he Mate of California, Dept- of Transportation Teti Monaco, test
<br />m cu ed No. California 216 or 231.
<br />2 All ax'stl ng pavement shall be neatly cut to line prior to trend, excavatior
<br />1 Jetting or ponding will be permitted within the street .Right cf Nay with
<br />Is 3 year band.
<br />4. When shown by soil composition and compaotability ninety percent (907)
<br />compaction may be used, when approved by the Director of nucha Works
<br />- Special bedding requirements may be shown on the plans or specfied lir
<br />spec at provisions.
<br />6. Shoulders snap 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 measured
<br />from the edge of pavement,
<br />TYPICAL TRENCH BACKFILL
<br />JLD M °
<br />+I COUNTY OF SAN JOAQUIN N• SEPT °•19911
<br />NG4E a.„macs. , weuo towns II ar•w N°
<br />- 29
<br />ZONE C
<br />Backfill with materials equal to or
<br />NOTE. Dimensions
<br />better than the existing pavement
<br />No adapter joints in
<br />and base in quality. New pavement
<br />special pipe
<br />shall be 1" thicker than existing
<br />N
<br />pavement, minimum of 0.25 feet.
<br />i
<br />New base shall be 1' thicker than
<br />4
<br />existing base, minimum of 0.5 feet.
<br />7
<br />Existing Pavement
<br />6('yP)
<br />�6"�-
<br />ZONE C/D:
<br />-
<br />., v�
<br />ZONE C
<br />onapact In 12" max.
<br />decline and approved mechanical joints sholl be used Where sewer
<br />3 0'
<br />ZONE
<br />/ layers to a min.
<br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />2
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR-31-
<br />DR 5
<br />relative compact'on
<br />spec-ficotlon may be used. In each case a minimum 18 foot length
<br />Spec
<br />'k
<br />of pipe with no joints shall be centered at the were men. No
<br />of 95%. under pavement \,
<br />adaptor lolnts will be allowed closer than 8 feet to the weer line
<br />\
<br />V/
<br />New water main -existing sewer
<br />and shoulders dna \
<br />- - 90% A/
<br />No .voter moms shall be constructed without special permission
<br />See Nate 8
<br />from County Environmental Health Dept -
<br />- _ outside shoulders-
<br />Vargabre �j
<br />- Compact in 24" max.
<br />_OLE C
<br />No water mains shall be constructed without special perm s=Ioa.
<br />layers to a minimumJr
<br />from the County Environmental Health Dept. If permission s orac[ed.
<br />O
<br />- relative compaction
<br />0 D./2
<br />or reconstructed per case I ZONE C/D requirements
<br />of 857
<br />" c�
<br />The sewer shall be encased with reinforced concrete as detailed oelow,
<br />JILL
<br />Compact in 6" to ars
<br />to �abve
<br />ZONE P'
<br />a minimum -e
<br />\11 compaction of 90%.
<br />0" M,^ -^i
<br />�0-D.�
<br />10' Min, 10" Min.
<br />O.D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />I_ 6"- Mir,
<br />_ (1yp;
<br />J
<br />Variable
<br />i
<br />D+ 12"
<br />I -, 20" Min I
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relb 2e companion of materials shall be tested in accordant with
<br />;he Mate of California, Dept- of Transportation Teti Monaco, test
<br />m cu ed No. California 216 or 231.
<br />2 All ax'stl ng pavement shall be neatly cut to line prior to trend, excavatior
<br />1 Jetting or ponding will be permitted within the street .Right cf Nay with
<br />Is 3 year band.
<br />4. When shown by soil composition and compaotability ninety percent (907)
<br />compaction may be used, when approved by the Director of nucha Works
<br />- Special bedding requirements may be shown on the plans or specfied lir
<br />spec at provisions.
<br />6. Shoulders snap 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 measured
<br />from the edge of pavement,
<br />TYPICAL TRENCH BACKFILL
<br />JLD M °
<br />+I COUNTY OF SAN JOAQUIN N• SEPT °•19911
<br />NG4E a.„macs. , weuo towns II ar•w N°
<br />- 29
<br />ZONE C
<br />CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE. Dimensions
<br />4"
<br />No adapter joints in
<br />shall be at 90' where possible
<br />special pipe
<br />New sewer -existing water main
<br />N
<br />7
<br />i
<br />permission from County Environmental Health.
<br />4
<br />V ATE
<br />7
<br />1' MAIN
<br />i
<br />specifications.
<br />ZONE C/D:
<br />No adapter joints in special.. Alpe
<br />\I
<br />ZONE C
<br />at each intersection.
<br />decline and approved mechanical joints sholl be used Where sewer
<br />12.58 Max.
<br />1
<br />ZONE
<br />PARALLEL
<br />CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE. Dimensions
<br />are from outside of water main to outside of sewer.
<br />all crossings
<br />shall be at 90' where possible
<br />CAS= ''
<br />New sewer -existing water main
<br />ZONE A:
<br />Sewer lines will not be permitted in this zone without spedal
<br />permission from County Environmental Health.
<br />ZONE B:
<br />Extra strength vitrified clay pipe with compression joints .. r
<br />7
<br />rubber gasketed plastic pipe conforming to ASTM 03034-81 SDR -35
<br />1 n4'
<br />c
<br />specifications.
<br />ZONE C/D:
<br />Where sewer will carry flows from industrial or comma al ceviii
<br />\I
<br />ment class 50 or heavier ductile iron pipe with sondare DitumiLo:.s
<br />at each intersection.
<br />decline and approved mechanical joints sholl be used Where sewer
<br />12.58 Max.
<br />1
<br />will carry flows from residential developments only dLatlle Iron Aloe
<br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />2
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR-31-
<br />DR 5
<br />curb
<br />spec-ficotlon may be used. In each case a minimum 18 foot length
<br />Spec
<br />'k
<br />of pipe with no joints shall be centered at the were men. No
<br />-
<br />adaptor lolnts will be allowed closer than 8 feet to the weer line
<br />-ASE Ib.
<br />New water main -existing sewer
<br />GROOVING DETAIL
<br />No .voter moms shall be constructed without special permission
<br />See Nate 8
<br />from County Environmental Health Dept -
<br />Z�NE E.
<br />If the sewer does not meet the ZONE B requirements given above
<br />h water main shall be of class 200 e or equivalent.
<br />the ate a pipe
<br />_OLE C
<br />No water mains shall be constructed without special perm s=Ioa.
<br />-
<br />ON
<br />from the County Environmental Health Dept. If permission s orac[ed.
<br />w
<br />with reinforced n r a detailed bele..
<br />the =_ewer shall be encased t co c ate s
<br />HANDICAP RAMP
<br />or reconstructed per case I ZONE C/D requirements
<br />_-ONE 2.
<br />The sewer shall be encased with reinforced concrete as detailed oelow,
<br />JILL
<br />or reconstructed per case I ZONE C/D requirements.
<br />ZONE P'
<br />Prohibited construction zone.
<br />6'
<br />COUNTY OF SAN ,.OAOUM
<br />3
<br />F
<br />NOT-'
<br />No. 4 bars
<br />3' =,{
<br />�
<br />(1) Sewer lines larger than 24" diameter
<br />laterals
<br />l
<br />house above pressure water
<br />1
<br />Acceptable reinforced mains & sewer lines within 25 of ow
<br />6'
<br />'7•
<br />0' concrete encasement head water mains, shall be reviewed
<br />P.C.C.)
<br />detail (class B
<br />and approved by the County
<br />sign locations.
<br />L•o_"r_yi1
<br />#4 bar hoop 24" O.C. Environmental Health Dept.
<br />w
<br />WATER -SEWER
<br />w
<br />SEPARATION STANDARDS
<br />JLD
<br />-�•-•.
<br />COUNTY OF SAN JOAQUIN
<br />SEaT 1991
<br />,.°. NONE
<br />i am -,a a, wsuc ewes
<br />Aare
<br />See Note
<br />g ,o
<br />N. a prom Eeye
<br />e Note la f saewalx
<br />5R
<br />planing Mak
<br />ra
<br />ra o
<br />Are° do
<br />1
<br />i < n center of caro remm
<br />4.5' mm. nor , CASE C
<br />4 1/2' curb,
<br />s, min_ lar (sidewalk less roan s' wine)
<br />6 cur°
<br />;r NSI
<br />See N t From Edge of
<br />us f Sldewolx
<br />4,1.1. mit °tro
<br />CASE
<br />Face of
<br />b
<br />See rose 10
<br />a, B
<br />Case F
<br />See Note 6
<br />or B
<br />Fran.
<br />a,
<br />n �q see Note la °a
<br />�sieew x
<br />ad
<br />d'
<br />planting
<br />Ar ms I
<br />a or e
<br />Case G
<br />See Nate 5
<br />% \
<br />Retoinmg curb if
<br />se
<br />eye
<br />s at a
<br />1
<br />�ai sidewalk
<br />Aare
<br />See Note
<br />g ,o
<br />N. a prom Eeye
<br />e Note la f saewalx
<br />5R
<br />planing Mak
<br />ra
<br />ra o
<br />Are° do
<br />1
<br />i < n center of caro remm
<br />4.5' mm. nor , CASE C
<br />4 1/2' curb,
<br />s, min_ lar (sidewalk less roan s' wine)
<br />6 cur°
<br />;r NSI
<br />See N t From Edge of
<br />us f Sldewolx
<br />4,1.1. mit °tro
<br />CASE
<br />Face of
<br />b
<br />See rose 10
<br />a, B
<br />Case F
<br />See Note 6
<br />or B
<br />Fran.
<br />a,
<br />n �q see Note la °a
<br />�sieew x
<br />ad
<br />d'
<br />planting
<br />Ar ms I
<br />a or e
<br />Case G
<br />See Nate 5
<br />% \
<br />:
<br />se
<br />n
<br />9.339. as
<br />n
<br />Ma.. w
<br />Aare
<br />See Note
<br />g ,o
<br />N. a prom Eeye
<br />e Note la f saewalx
<br />5R
<br />planing Mak
<br />ra
<br />ra o
<br />Are° do
<br />1
<br />i < n center of caro remm
<br />4.5' mm. nor , CASE C
<br />4 1/2' curb,
<br />s, min_ lar (sidewalk less roan s' wine)
<br />6 cur°
<br />;r NSI
<br />See N t From Edge of
<br />us f Sldewolx
<br />4,1.1. mit °tro
<br />CASE
<br />Face of
<br />b
<br />See rose 10
<br />a, B
<br />Case F
<br />See Note 6
<br />or B
<br />Fran.
<br />a,
<br />n �q see Note la °a
<br />�sieew x
<br />ad
<br />d'
<br />planting
<br />Ar ms I
<br />a or e
<br />Case G
<br />See Nate 5
<br />% \
<br />m°.
<br />NOTES:
<br />l iyp.
<br />n
<br />Appr
<br />7
<br />See Note 11
<br />1 n4'
<br />c
<br />pp 1 tit
<br />D S O.ri or
<br />ramp
<br />p p, ST
<br />\I
<br />at each intersection.
<br />"'
<br />12.58 Max.
<br />1
<br />H ISI
<br />.5
<br />2
<br />Block numbers are to be acquired
<br />curb
<br />crow ...
<br />'k
<br />-
<br />°
<br />Case E
<br />LIP DETAIL
<br />GROOVING DETAIL
<br />r 4 1/2- curb
<br />See Nate 8
<br />I
<br />I min. or fi curb
<br />Deportment.
<br />Sheet 2 of 2
<br />re a
<br />-
<br />ON
<br />3.
<br />w
<br />HANDICAP RAMP
<br />or,
<br />a"w
<br />location of traffic control
<br />TYPICAL STREET
<br />JILL
<br />4
<br />devices.
<br />The length of the street sigh
<br />_
<br />COUNTY OF SAN ,.OAOUM
<br />varies due to the length of
<br />S 1991 1
<br />'areal ar Noelle wars
<br />the street name.
<br />-EP
<br />�-
<br />a°.". '
<br />,�. None
<br />5.
<br />See Standard Drawing No. R-23
<br />l ° P �5-.
<br />EF
<br />\\
<br />i. ' tIND
<br />gat
<br />I' SC s nDS naG
<br />LCAT 1
<br />I LIn, a of S A
<br />s SHILL t G
<br />j 7r r s 'r r.ED
<br />-_ - o 0 1 l a Cr
<br />pR ,
<br />EH t
<br />Iii L1. FT , T L -is
<br />ELT T 1 Y ..-_2A-
<br />D1
<br />EI
<br />R/'
<br />1 _
<br />III lie
<br />I II I II
<br />l 44
<br />oP
<br />GURB
<br />I :I_L_OTOR _SCE�� IAL
<br />'/w
<br />p/w
<br />4
<br />I
<br />n
<br />LOCAL COM, paCLl_ &
<br />IN DUS7 RILL RURA_ .CADS
<br />:o. Revised j by IF.a o°ea dr _-
<br />DITlT STREET LIGHTING
<br />h STANDARDS
<br />-nod ny AS COUNTY CF SAN JOAOLINEp
<br />MAIN too'E
<br />STOP a
<br />E
<br />\ n'
<br />6' rural
<br />7' urban
<br />Edge of pavement
<br />or back of bike
<br />'D
<br />, ad
<br />�Av' Stop and street��
<br />rsign location
<br />2„ D. gal v. -.-IJ N
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />70"flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />" STANDARD STREET w
<br />SIGN DETAILS
<br />•° JLD (WITHOUT SIDEWALK)
<br />.m• COUNTY OF SAN JOAQUIN m SEPT. 1991'
<br />NINE rument an was warns ° R 2_
<br />1 1/2" D- 3 HOLES
<br />EQUALLY SPACED PICK HOLE
<br />o°°
<br />A o°opOp °o A
<br />°o oo° o0
<br />1 x 1/4" PICK HOLE
<br />PLAN VIEW
<br />ro
<br />a
<br />27'
<br />25 1/2
<br />t /B„
<br />1 1/4
<br />'41
<br />n
<br />M
<br />II
<br />ri
<br />Fff
<br />Z'
<br />I♦ i
<br />191
<br />z
<br />a
<br />A.,a a z
<br />o
<br />(~
<br />Cnw
<br />Z A M �~•
<br />WA w a
<br />zac;
<br />in 55
<br />V' �:) W
<br />>oa�tnxc
<br />L
<br />a Vo
<br />o� awd
<br />E
<br />�
<br />E
<br />W d Q
<br />UP)
<br />vl r
<br />J
<br />0
<br />Q
<br />Cir
<br />Z
<br />`1
<br />O
<br />N
<br />U
<br />Q O ~\ N U U W�W
<br />V V) n arO m ED Y O F
<br />4C O_
<br />2
<br />N
<br />O
<br />Vf
<br />but
<br />K
<br />P -
<br />w
<br />w
<br />2
<br />no
<br />1 1/4� N
<br />31 1/2" -
<br />SECTION A -A
<br />3/4 1/2,.� 4" Y
<br />Steel Par IF -
<br />/'Y17/32" I-!
<br />r l i Vent Css
<br />i
<br />I w
<br />I�� T
<br />5_1/2.. Q
<br />0
<br />SECTION C -C
<br />2 1/8"
<br />SECTION B -B NOTE Frame and corer small be
<br />machined to assure raterahongeobility
<br />and A close. quiet fit
<br />IN
<br />FRAME & COVER or
<br />OLD
<br />(MANHOLE d<
<br />.
<br />SHEET NO.
<br />2
<br />I by COUNTY OF SAN 'C: --IN m- SEP'. 199, N401789.2U
<br />NONE brox w I'duc rs _ c 4
<br />NOTES:
<br />l iyp.
<br />1.
<br />One street sign rs required
<br />T
<br />'�
<br />p p, ST
<br />at each intersection.
<br />"'
<br />H ISI
<br />2
<br />Block numbers are to be acquired
<br />100 E
<br />from the San Joaquin County
<br />Community Developement
<br />I
<br />-
<br />-d'
<br />Deportment.
<br />1/2" R (typ)
<br />-
<br />ON
<br />3.
<br />See Improvement plans for
<br />\
<br />location of traffic control
<br />TYPICAL STREET
<br />en
<br />SIGN
<br />4
<br />devices.
<br />The length of the street sigh
<br />varies due to the length of
<br />the street name.
<br />5.
<br />See Standard Drawing No. R-23
<br />for proposed sidewaik
<br />sign locations.
<br />T�
<br />6.
<br />Stop signs shall be 30" for
<br />urban orals and 36 for rural
<br />areas.
<br />MAIN too'E
<br />STOP a
<br />E
<br />\ n'
<br />6' rural
<br />7' urban
<br />Edge of pavement
<br />or back of bike
<br />'D
<br />, ad
<br />�Av' Stop and street��
<br />rsign location
<br />2„ D. gal v. -.-IJ N
<br />pipe STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />70"flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />" STANDARD STREET w
<br />SIGN DETAILS
<br />•° JLD (WITHOUT SIDEWALK)
<br />.m• COUNTY OF SAN JOAQUIN m SEPT. 1991'
<br />NINE rument an was warns ° R 2_
<br />1 1/2" D- 3 HOLES
<br />EQUALLY SPACED PICK HOLE
<br />o°°
<br />A o°opOp °o A
<br />°o oo° o0
<br />1 x 1/4" PICK HOLE
<br />PLAN VIEW
<br />ro
<br />a
<br />27'
<br />25 1/2
<br />t /B„
<br />1 1/4
<br />'41
<br />n
<br />M
<br />II
<br />ri
<br />Fff
<br />Z'
<br />I♦ i
<br />191
<br />z
<br />a
<br />A.,a a z
<br />o
<br />(~
<br />Cnw
<br />Z A M �~•
<br />WA w a
<br />zac;
<br />in 55
<br />V' �:) W
<br />>oa�tnxc
<br />L
<br />a Vo
<br />o� awd
<br />E
<br />�
<br />E
<br />W d Q
<br />UP)
<br />vl r
<br />J
<br />0
<br />Q
<br />Cir
<br />Z
<br />`1
<br />O
<br />N
<br />U
<br />Q O ~\ N U U W�W
<br />V V) n arO m ED Y O F
<br />4C O_
<br />2
<br />N
<br />O
<br />Vf
<br />but
<br />K
<br />P -
<br />w
<br />w
<br />2
<br />no
<br />1 1/4� N
<br />31 1/2" -
<br />SECTION A -A
<br />3/4 1/2,.� 4" Y
<br />Steel Par IF -
<br />/'Y17/32" I-!
<br />r l i Vent Css
<br />i
<br />I w
<br />I�� T
<br />5_1/2.. Q
<br />0
<br />SECTION C -C
<br />2 1/8"
<br />SECTION B -B NOTE Frame and corer small be
<br />machined to assure raterahongeobility
<br />and A close. quiet fit
<br />IN
<br />FRAME & COVER or
<br />OLD
<br />(MANHOLE d<
<br />.
<br />SHEET NO.
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<br />I by COUNTY OF SAN 'C: --IN m- SEP'. 199, N401789.2U
<br />NONE brox w I'duc rs _ c 4
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