|
NOTES:
<br />1. Any deviations from the standard locailons are eubjeot to the
<br />apprevaJ of the Director of Public Works.
<br />This standard shall apply to exisfng Intw eotions.
<br />3. rancbtse Ulrllrb'ee ehail Inolude telephone. gas, eleotricaL
<br />levulan cable, sto.
<br />t3}
<br />30'
<br />R, W --J
<br />LOCATION oo
<br />FRANCHISE UTIL�I
<br />30' Mlnlmum eptb
<br />t
<br />MM 4,� Min Depth
<br />y--1 zx- I `-Y
<br />JLJD
<br />NONE
<br />N
<br />LEGEND
<br />R/W Y Z
<br />84' 6' 37
<br />UNDERGROUND UTILITIES
<br />LOCATIONS
<br />AT EXISTING INTERSECTIONS
<br />- a UNTY^ ©1= SAN JOAOUw I SEPT. 1991
<br />owrrrt a rue spwA �w�rr +� } - 35
<br />NOTES:
<br />1. Frame and Grate &ball conform to
<br />s"j-itd-;rd Drawing No. D-16.
<br />2 Two feet rninimum below fWsbed
<br />grade In now development. In
<br />exisfing streets. may be lees than
<br />2' wilt the approval of the engineer.
<br />N
<br />Q
<br />N,z
<br />13
<br />v
<br />PLAN VIEW
<br />,------ Se's note 1
<br />L-- Uortar (b/p.) \,
<br />Glass "d' concrete
<br />SECTION A -A
<br />.� NOW .. .
<br />l
<br />N
<br />-- Mortar -
<br />Grade Wng
<br />- Mortar
<br />18' R.C.P..
<br />18" STORM
<br />DRAIN INLET
<br />COUNTY Of SAN JOAQUIN
<br />sensM rr F~ sure
<br />lam] ��1 ilwJilt� ��
<br />SJEFrr 1991
<br />T 0....15
<br />OTES:
<br />1. y deviations from the standard l000fioas swill be approved by The
<br />r of Public Works.
<br />2. Standard shalt apply to new developmeras.
<br />3. Fran ee Ut=es sball Include telephone, gas, eleotrical.
<br />televi n cable, eta.
<br />4. Water and Sanitary Sewer siwll be located w&dn area 'X
<br />as aha
<br />5. Area ma "V' Is variable and may be used as as alternate for
<br />Sewer it ap ved by the Direotar of Public Works.
<br />P.LLE. leal)--- I__I
<br />P
<br />f
<br />LEGEND
<br />Q r/ B---- Water urm
<br />— 6 --- sanitary Sower
<br />LOCATION Off'
<br />FRANCHISE UTIIJTlES / D Storm Sewer
<br />'A
<br />3d' Walroum
<br />SCALE: H: NTS
<br />JOB NO.
<br />IRM 42" UW
<br />E
<br />S
<br />1S
<br />UNDERGROUND UTILITIES
<br />LOCATIONS
<br />AT EXISTING INTERSECTIONS
<br />- a UNTY^ ©1= SAN JOAOUw I SEPT. 1991
<br />owrrrt a rue spwA �w�rr +� } - 35
<br />NOTES:
<br />1. Frame and Grate &ball conform to
<br />s"j-itd-;rd Drawing No. D-16.
<br />2 Two feet rninimum below fWsbed
<br />grade In now development. In
<br />exisfing streets. may be lees than
<br />2' wilt the approval of the engineer.
<br />N
<br />Q
<br />N,z
<br />13
<br />v
<br />PLAN VIEW
<br />,------ Se's note 1
<br />L-- Uortar (b/p.) \,
<br />Glass "d' concrete
<br />SECTION A -A
<br />.� NOW .. .
<br />l
<br />N
<br />-- Mortar -
<br />Grade Wng
<br />- Mortar
<br />18' R.C.P..
<br />18" STORM
<br />DRAIN INLET
<br />COUNTY Of SAN JOAQUIN
<br />sensM rr F~ sure
<br />lam] ��1 ilwJilt� ��
<br />SJEFrr 1991
<br />T 0....15
<br />OTES:
<br />1. y deviations from the standard l000fioas swill be approved by The
<br />r of Public Works.
<br />2. Standard shalt apply to new developmeras.
<br />3. Fran ee Ut=es sball Include telephone, gas, eleotrical.
<br />televi n cable, eta.
<br />4. Water and Sanitary Sewer siwll be located w&dn area 'X
<br />as aha
<br />5. Area ma "V' Is variable and may be used as as alternate for
<br />Sewer it ap ved by the Direotar of Public Works.
<br />P.LLE. leal)--- I__I
<br />P
<br />f
<br />LEGEND
<br />Q r/ B---- Water urm
<br />— 6 --- sanitary Sower
<br />LOCATION Off'
<br />FRANCHISE UTIIJTlES / D Storm Sewer
<br />PLAN VIEW
<br />I
<br />s
<br />�i 3/Er r J`� 6/Er L
<br />- --- 22 1 /,C
<br />SECTION A --A
<br />NOTE.-
<br />Grate
<br />OTEGrate &twit be fastened to frena
<br />wtth 1 Ef of 11,C heat-treated r!wln
<br />FRAME & GRATE
<br />,,,,, DON (1187 STORM DRAIN INLET)
<br />e.w.r rr COUNTY OF SAN JOAQUW SF -PT. 1€181
<br />—140NE._ . "r&ems w Pam ! sew m _0 -.- is
<br />Top of curb
<br />Flo Are of
<br />gutter
<br />Expansion
<br />Joint
<br />Lip of: gut -bar
<br />Sidewalk
<br />1/2 " die.
<br />bolt
<br />Boos to bold -
<br />grat� In place
<br />24" die, sono. -
<br />pipe (see note
<br />00. 6)
<br />0
<br />JC
<br />L. C�tohbaain aseordAy to be set
<br />1 below flog One of gutter
<br />PLAN
<br />e throat
<br />z* Ulm �_opening
<br />12"
<br />12" dia.
<br />min. --~
<br />SECTION
<br />NOTES:
<br />�E
<br />n�
<br />S- Al min.
<br />r
<br />1. All eed steel shah be dipped wt tb PLAN OF FRAME
<br />2 coatrf of cod tar p1tch heated to a
<br />mialrauro of 18C1' or gaivanizbd.
<br />2 Grate, frame and side Inlet &bail conform to
<br />South Bay Foundry A-646 forme with either A-390
<br />riAted or -3 -U fabricated steel grate.
<br />3. Grata shell be chained to frame.
<br />4. Grate i6n be depressed 1" below gutter
<br />pro le grade.
<br />5. 24" pipe barrel shall be close U RC.P., or
<br />close 2 or 3 fon-retnforced conorets pipe.
<br />e► Noftd 4 ham• !t
<br />TYPE 1
<br />a,;,,,M ,LD CURB INLET CATCHBASIN
<br />a•�•+ w OOUNTY OF SAN JOAOUW SEPT. 1991
<br />e� NONE erMorar e• wa,e serr�r o�.+e w. D - 13
<br />�-Coat Iroo From and Cower -- rOor
<br />'fop of pavement grade ; to Stoodard DrawkV No. S-4
<br />Mortar
<br />n�Prry_eccaast rteWonnd weorste
<br />L ' 2r..a QN r
<br />as requbid
<br />Precast ralnforced
<br />cancrete cone - ---- '
<br />M jobits n xtored and T_n,
<br />ba wpb mortar an
<br />' Dlam. �r
<br />Wed=
<br />and
<br />eodorfor surfaces
<br />Precast rehforned rnanhoie, 5` Ulm .
<br />ASDA 0478,onto
<br />proper' elaeadon.. 1'.2` '. fir. 3
<br />4' secdone as req
<br />Notes:
<br />1, Ecticeotrio oortise area ben �+
<br />used whomspaoM.d on
<br />S,
<br />2 � be eltfwr keyed
<br />or tongue cad groove.
<br />3. Diameter "A" ehd be I io�eet
<br />4dW W. or Tr on '�'- "'I 1[
<br />Class 'd' conomgs for to
<br />Lass. Pro -cwt boss
<br />mcW be ased 9 approved
<br />by the Director of Pub90 Works
<br />EUVAnOW
<br />` NOTE3 A 1'••-C oonoretie oone may be used Ir approved by tfitr Director
<br />of Pubic Works
<br />Std. From At Cover i ■ Cilear
<br />trlal'taf
<br />Flat slab .fall be used wheo
<br />.. deptb does not se not permit uof
<br />r • •�. MaL• urtlt
<br />. • 24'
<br />Use pr*xwt H-20 bad rated
<br />`* •�`. as mamdoohned by Telobe* Preocat
<br />Fmffw altall be escursd to riser or
<br />A Sat clot tap with aerruft mortar
<br />FLAT SLAB TOP
<br />F
<br />STANDARD STORM IRW a PM WW—
<br />DRAIN MANHOLE
<br />•� w Jl.D
<br />COUNTY OF SAN JOAQUIN � -SEPT. i 8tii 1
<br />'W" a _..... rw��wNMa +�► I max► � Y0. 1
<br />PLAN
<br />�2' ryp. tmar+
<br />bRoodTop of Curb
<br />L
<br />s d' C top of curb
<br />'+ '►. + +. .. . • +. i +° `+ to flow Iltw of pipe
<br />4'
<br />Of
<br />exo«de
<br />! Coo- 2-1 /T 0 r tT Dowels
<br />011 Joint. at
<br />�. In e4c� waR at f
<br />see Note 3. y ►. Carwtrerotlort Joint.
<br />Clan P.C.C.
<br />Sidewalk
<br />SECTION A --A Sobgr do
<br />NOTES:
<br />1. Hood shad be Cast Iran and be 9
<br />equal
<br />to
<br />PHOENIX' P -4=D
<br />Raine and rate ebatl be uat
<br />to PHOENI)(" P__e301. Ghoin grate A •
<br />to trarns. �
<br />2. Precast oornorete cotohbasin may be used 2e
<br />subject to written approval of thu w �,�•
<br />0lrector of Public Worica. ��;
<br />3. Catchbasin Wails rswq be poured to
<br />an elevation not fess ewn 2' below 17 d1o. }:
<br />top of Curb. it stroll be The W �' Z
<br />responshAlty of the Corftctor
<br />to frame la and pour the upper 1
<br />2' • • -,
<br />of the Catchbosin monolitltieaRy
<br />xltb the Curb and Gotter. #
<br />4. An expowed steel shall be dipped t°
<br />Aji 2 coats of coal tar ptbc� heated
<br />to a rrJaWmm of 180T or galvanized. SECTION B-13
<br />ftw-w IV
<br />�
<br />w< irrtd � M
<br />TYPE 2
<br />CURB INLET CATCHBASIN
<br />.w. JILD
<br />COUNTY OF SAN JOAQUIN sw SEPT. 1991
<br />NONE as� Cr weuo ttawa D
<br />IGrout wrrtioofh all edges of pipe opening
<br />A
<br />#b Rebate (typical)
<br />r-• 2"
<br />4' Ilia.
<br />3' dia.
<br />or sq.
<br />r- 3"
<br />•--. 1'-0' 4....
<br />1
<br />Min, j 3' Opening (See Note N�j 3) I
<br />A-.w*J
<br />PLAN VIEW
<br />Standard storm dr in rho
<br />refer to Standard Drawing
<br />No. D-17.
<br />,,--Grout to Foundaflon
<br />Claes "e' Conorert
<br />i
<br />S Mtn. - 6' Mtn.
<br />SECTION A—A SECTION A—A I
<br />PIPES LARGER THAN PIPES 24" TO 36"
<br />t 36 DIA.
<br />Svc -Es:
<br />L The fmrWalm shaft be a mh forum of 5' tar 44" O.D. pipe and ermW-
<br />2 For pipe lar9w $an 4,C o.D., the foundolon sball etdeod a n**n;mt
<br />of g" beMid Boob " of +!w pipe.
<br />3. opwft to be 3' lore x Q.D. 0 pipe) wide. up to W LD. pipe.
<br />For plpee loryar than 38" LD_ opentry to be 3b" dlarnetw or =Pam
<br />u W"SADDLE—TYPE MANHOLE "w'M"
<br />FOR .d________;
<br />JLU PIPE 24" DIA, AND LARGER1
<br />GOi. N Y OF SAN JOAOt I SEPT: 1997-
<br />.termer W vow am �,..,�„► . D
<br />N
<br />'A
<br />3d' Walroum
<br />SCALE: H: NTS
<br />JOB NO.
<br />IRM 42" UW
<br />Depth 'X "X'
<br />8
<br />24'
<br />an cm
<br />ons "1/'
<br />4'
<br />\L
<br />S 2'
<br />DRAWN
<br />sJco
<br />UNDERGROUND UTILITIES~
<br />DESIGNED
<br />SJCO
<br />SHEET
<br />CHECKED
<br />LOCATIONS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />AT NEW DEVELOPMENTS
<br />AS -BUILT
<br />w
<br />OOUNTY OF SAN JOAQUW
<br />SEPT.
<br />1991
<br />NONE
<br />rrrreeerr onus".
<br />••ft ft D
<br />-- 1 __ _
<br />PLAN VIEW
<br />I
<br />s
<br />�i 3/Er r J`� 6/Er L
<br />- --- 22 1 /,C
<br />SECTION A --A
<br />NOTE.-
<br />Grate
<br />OTEGrate &twit be fastened to frena
<br />wtth 1 Ef of 11,C heat-treated r!wln
<br />FRAME & GRATE
<br />,,,,, DON (1187 STORM DRAIN INLET)
<br />e.w.r rr COUNTY OF SAN JOAQUW SF -PT. 1€181
<br />—140NE._ . "r&ems w Pam ! sew m _0 -.- is
<br />Top of curb
<br />Flo Are of
<br />gutter
<br />Expansion
<br />Joint
<br />Lip of: gut -bar
<br />Sidewalk
<br />1/2 " die.
<br />bolt
<br />Boos to bold -
<br />grat� In place
<br />24" die, sono. -
<br />pipe (see note
<br />00. 6)
<br />0
<br />JC
<br />L. C�tohbaain aseordAy to be set
<br />1 below flog One of gutter
<br />PLAN
<br />e throat
<br />z* Ulm �_opening
<br />12"
<br />12" dia.
<br />min. --~
<br />SECTION
<br />NOTES:
<br />�E
<br />n�
<br />S- Al min.
<br />r
<br />1. All eed steel shah be dipped wt tb PLAN OF FRAME
<br />2 coatrf of cod tar p1tch heated to a
<br />mialrauro of 18C1' or gaivanizbd.
<br />2 Grate, frame and side Inlet &bail conform to
<br />South Bay Foundry A-646 forme with either A-390
<br />riAted or -3 -U fabricated steel grate.
<br />3. Grata shell be chained to frame.
<br />4. Grate i6n be depressed 1" below gutter
<br />pro le grade.
<br />5. 24" pipe barrel shall be close U RC.P., or
<br />close 2 or 3 fon-retnforced conorets pipe.
<br />e► Noftd 4 ham• !t
<br />TYPE 1
<br />a,;,,,M ,LD CURB INLET CATCHBASIN
<br />a•�•+ w OOUNTY OF SAN JOAOUW SEPT. 1991
<br />e� NONE erMorar e• wa,e serr�r o�.+e w. D - 13
<br />�-Coat Iroo From and Cower -- rOor
<br />'fop of pavement grade ; to Stoodard DrawkV No. S-4
<br />Mortar
<br />n�Prry_eccaast rteWonnd weorste
<br />L ' 2r..a QN r
<br />as requbid
<br />Precast ralnforced
<br />cancrete cone - ---- '
<br />M jobits n xtored and T_n,
<br />ba wpb mortar an
<br />' Dlam. �r
<br />Wed=
<br />and
<br />eodorfor surfaces
<br />Precast rehforned rnanhoie, 5` Ulm .
<br />ASDA 0478,onto
<br />proper' elaeadon.. 1'.2` '. fir. 3
<br />4' secdone as req
<br />Notes:
<br />1, Ecticeotrio oortise area ben �+
<br />used whomspaoM.d on
<br />S,
<br />2 � be eltfwr keyed
<br />or tongue cad groove.
<br />3. Diameter "A" ehd be I io�eet
<br />4dW W. or Tr on '�'- "'I 1[
<br />Class 'd' conomgs for to
<br />Lass. Pro -cwt boss
<br />mcW be ased 9 approved
<br />by the Director of Pub90 Works
<br />EUVAnOW
<br />` NOTE3 A 1'••-C oonoretie oone may be used Ir approved by tfitr Director
<br />of Pubic Works
<br />Std. From At Cover i ■ Cilear
<br />trlal'taf
<br />Flat slab .fall be used wheo
<br />.. deptb does not se not permit uof
<br />r • •�. MaL• urtlt
<br />. • 24'
<br />Use pr*xwt H-20 bad rated
<br />`* •�`. as mamdoohned by Telobe* Preocat
<br />Fmffw altall be escursd to riser or
<br />A Sat clot tap with aerruft mortar
<br />FLAT SLAB TOP
<br />F
<br />STANDARD STORM IRW a PM WW—
<br />DRAIN MANHOLE
<br />•� w Jl.D
<br />COUNTY OF SAN JOAQUIN � -SEPT. i 8tii 1
<br />'W" a _..... rw��wNMa +�► I max► � Y0. 1
<br />PLAN
<br />�2' ryp. tmar+
<br />bRoodTop of Curb
<br />L
<br />s d' C top of curb
<br />'+ '►. + +. .. . • +. i +° `+ to flow Iltw of pipe
<br />4'
<br />Of
<br />exo«de
<br />! Coo- 2-1 /T 0 r tT Dowels
<br />011 Joint. at
<br />�. In e4c� waR at f
<br />see Note 3. y ►. Carwtrerotlort Joint.
<br />Clan P.C.C.
<br />Sidewalk
<br />SECTION A --A Sobgr do
<br />NOTES:
<br />1. Hood shad be Cast Iran and be 9
<br />equal
<br />to
<br />PHOENIX' P -4=D
<br />Raine and rate ebatl be uat
<br />to PHOENI)(" P__e301. Ghoin grate A •
<br />to trarns. �
<br />2. Precast oornorete cotohbasin may be used 2e
<br />subject to written approval of thu w �,�•
<br />0lrector of Public Worica. ��;
<br />3. Catchbasin Wails rswq be poured to
<br />an elevation not fess ewn 2' below 17 d1o. }:
<br />top of Curb. it stroll be The W �' Z
<br />responshAlty of the Corftctor
<br />to frame la and pour the upper 1
<br />2' • • -,
<br />of the Catchbosin monolitltieaRy
<br />xltb the Curb and Gotter. #
<br />4. An expowed steel shall be dipped t°
<br />Aji 2 coats of coal tar ptbc� heated
<br />to a rrJaWmm of 180T or galvanized. SECTION B-13
<br />ftw-w IV
<br />�
<br />w< irrtd � M
<br />TYPE 2
<br />CURB INLET CATCHBASIN
<br />.w. JILD
<br />COUNTY OF SAN JOAQUIN sw SEPT. 1991
<br />NONE as� Cr weuo ttawa D
<br />IGrout wrrtioofh all edges of pipe opening
<br />A
<br />#b Rebate (typical)
<br />r-• 2"
<br />4' Ilia.
<br />3' dia.
<br />or sq.
<br />r- 3"
<br />•--. 1'-0' 4....
<br />1
<br />Min, j 3' Opening (See Note N�j 3) I
<br />A-.w*J
<br />PLAN VIEW
<br />Standard storm dr in rho
<br />refer to Standard Drawing
<br />No. D-17.
<br />,,--Grout to Foundaflon
<br />Claes "e' Conorert
<br />i
<br />S Mtn. - 6' Mtn.
<br />SECTION A—A SECTION A—A I
<br />PIPES LARGER THAN PIPES 24" TO 36"
<br />t 36 DIA.
<br />Svc -Es:
<br />L The fmrWalm shaft be a mh forum of 5' tar 44" O.D. pipe and ermW-
<br />2 For pipe lar9w $an 4,C o.D., the foundolon sball etdeod a n**n;mt
<br />of g" beMid Boob " of +!w pipe.
<br />3. opwft to be 3' lore x Q.D. 0 pipe) wide. up to W LD. pipe.
<br />For plpee loryar than 38" LD_ opentry to be 3b" dlarnetw or =Pam
<br />u W"SADDLE—TYPE MANHOLE "w'M"
<br />FOR .d________;
<br />JLU PIPE 24" DIA, AND LARGER1
<br />GOi. N Y OF SAN JOAOt I SEPT: 1997-
<br />.termer W vow am �,..,�„► . D
<br />N
<br />t►111
<br />i . �
<br />SCALE: H: NTS
<br />JOB NO.
<br />SPEN SURVEYSAN
<br />< � —;
<br />801 17th STREET, SUITE F, MODESTO, CA. 95354
<br />PH: (209) 526 9724
<br />STANDARD DETAILS
<br />JOAQUIN
<br />COUNTY
<br />LIGURIAN VILLAGE
<br />OWENS DESIGN CONSULTANTS
<br />23570 So. Olive Avenue
<br />Ri on, CA. 95366
<br />(2 9) 599-5224
<br />v: NTS
<br />DRAWN
<br />sJco
<br />DATE
<br />DESIGNED
<br />SJCO
<br />SHEET
<br />CHECKED
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />OF
<br />AS -BUILT
<br />t►111
<br />i . �
<br />
|