|
LIMIT OF CONCRETE
<br />sT , ry�-
<br />sa iP
<br />Top of Curb i J
<br />Flowlins of Gutter' l Exporelon Joint e
<br />I I, o
<br />I fes_.
<br />Expansion Joint —� N
<br />t
<br />Lip of Gutter%\_-%J'�• i
<br />I I Cotchbosin Assembly to be set
<br />I" below flow line of gutter -
<br />PLAN
<br />9"
<br />12" Min. 4" Throat
<br />_1- Opening.
<br />'/x" DIa.8o1f Boss to hold .�°• ''•:�.,•
<br />Grate In plane I
<br />}. ; .
<br />0
<br />•l ,
<br />24" Dia. Cone.
<br />pipe (BEE NOTE 10" DIG. Min
<br />No. 5) 1:
<br />s' 0.0
<br />y'. •• �. f "/Pr Mtn
<br />gin
<br />SECTION
<br />x
<br />A
<br />n
<br />GRATE
<br />PLAN of FRAME
<br />I
<br />NOTES
<br />I. All exposed steel 'shall 'be coated with 2 coats of coal tar pitch
<br />heated to a minimum of 1804F or galvanized..
<br />2.: Grate, From and Side Inlet shall conform to PINKERTON A 645 frame
<br />with either A-390 rivited orA-390-M fabricated steel grate..
<br />3.. Grate shall be chained to Frame.
<br />_ I 4., Grate shall be depressed 14 below gutter profile grade..
<br />5. 240 Pipe Barrel shall be Class 11 R.C.P.,.or Class 2 or 3 Non -Reinforced
<br />Concrete Pipe.
<br />FRAME Fla GRATE
<br />GF�SS/
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />FRAME
<br />A
<br />P
<br />SECTION A -A
<br />!A
<br />NOTE, Grote shall be fastened to frome
<br />with 18vx4_ haat-treated chain. `
<br />8► GRATE
<br />NOTES j
<br />1) Frame and Gr9f• shall conform
<br />to Improvem•dt Standard No. C-7.
<br />2) Two feet minimum below finished
<br />grade in new development.
<br />In exlstinii streets, may be lose than
<br />2' with9he approval of the Engineer.
<br />3" C. apron over enmpaa>ed
<br />1701ile material 0 96% R.C.
<br />rtar `ate
<br />Rings
<br />flat
<br />CP. C1.3Q—�
<br />aw 'I
<br />Cost Iron Cap
<br />topped 2" Std.
<br />4"R4v
<br />TEMPORARY BLOW OFF
<br />ErE.W.
<br />_ SrreH R/W
<br />Grand I inSUll Meterper S.J.Co. ;
<br />Msler Bas Standar c
<br />Baton of aro; �'
<br />`. to my)
<br />Connection
<br />of I - dopier
<br />n
<br />a r s 36" Robot with
<br />��
<br />Connection 2 how clasps 12" opal
<br />Adapto
<br />BoCkhll with rrialeri0ls equal to Of _
<br />better than the existing pavement -
<br />in quality and thickness. - -
<br />Existing Pavement
<br />i 6i- Compact M IY mos. layers _
<br />�i �`
<br />to a ml relativeeprtlpOCtia11
<br />(TYR) of 95x under povmeM and
<br />_ *=Iowa, and 90% — — -
<br />- —_— outside shoWders. — —' —
<br />— --_`- ' _�-Compocl in e4"mos.lorwe
<br />> to o minimum
<br />a relative compaction Oa
<br />/01 of 85 %.
<br />i 24 Min. Cover below, balloon o %
<br />Saorpporanon at ditch lit any) —; - Compact in 6" layers
<br />to o minimum 10" 0. D. Id
<br />Service - - 10 O- D. 10" relative. Compaction - Min min
<br />Clomp (l" or lags Mn. Mm at 90 %. 0. D.+2d Min.
<br />Double Strop) - 0. D.+ 2d Mut
<br />NOTES: FLEXIBLE CONDUIT
<br />1. Plastic pipe up tot;"1.D. service shall be ultra high molecular weight (UHMW) RIGID CONDUIT
<br />pojyelhylens as manufactured by "Drlscopips", "Orongsburp at approved equal
<br />with minimum pressure feting of 160 psi.
<br />2 Plastic pips for 2" I,D. service shall be PS 2110 Pojybutylsne or approved
<br />equal with minimum pressure rating of 160 psi.
<br />3. Corporation stop chole have corporation cock Inroads. NOTES
<br />4. Angle stop shall hoswivel nut and lack wings. I. Relative compaction of materials shall be tested by the State of Colifania,
<br />ve
<br />5. Angle elply shall be vertically plumbed. Dept, of Transportation Testing Manual, test method No California 216 of 231.
<br />6 Size of service line shall be as required by the County.
<br />. Insta-lits Conrad ithoN conform Jetting
<br />to ASTM Designation D 2239. 2. existing pavement shall ed neatly cul to line prior to trench excavation.
<br />7. Mueller
<br />3 tbrq ar poinding will be permitted within Its street Right of Way with 3 year Donal.
<br />WATER SERVICE 4.e When shown by soil composition and compoctibihty, ninety percent (90X)
<br />compaction may be used, when approved by Ina Director at Pudic Works.
<br />Variable '' TYPICAL TRENCH DETAIL
<br />Cast Iron Lid
<br />--mol lie- proof; machined
<br />!7 - seating surface
<br />Valve Bos; Frame and Lia FOR ALL STREET
<br />Refer to Improvement Standard No. E-2 qTz Break -Off Jaw LOCATIONS -
<br />2" oboes ground line
<br />.;: • 2" Asphalt Concrof „i -Finished Grade
<br />Wolof Main Concrete Anchor
<br />Block-/
<br />IO•� .;j
<br />y-
<br />JAI �7jpg
<br />Flanged by Ring -Tits Adaptor • ' L
<br />Conc. Thrust Block- (As Required) Cone. Thrust Block- 1�� FOR OFF STREEL
<br />Refer to Improvement 6" Flooged or Flanged by Refer to Improvement LOCATIONS
<br />Standard No. E 3 Ring -Tit• Gets Valve. Standard No. E-3.
<br />Tifco No. II Toe a Equal. Concrete Baca to M
<br />NOTE Extensions around Valve Bos.
<br />I. Fire Hydrants shall be -placed with'e4" outlet facing neceConcrssary
<br />Bass not
<br />dutclly towards the street. - necessary then Valva
<br />Bos is located in back
<br />2 Fire Hydrants shall be clean and free at Concrete. of sidewalk.
<br />3 Fort Hydrants to be American Darlirtp Abdel 8-628, Dresser M f! H Style 929
<br />"Reliant", Mueller, "Centurion" or "kbdern Contwion', or approved equal (2-2yr"
<br />d 1-4" outlets)
<br />Or other size as required by the local Fin District. - -
<br />4 All Hydrants shall be pointed OSHA safety yellow or as
<br />required by local Fire District.
<br />_ FIRE HYDRANT NOTES:
<br />I. Valve box and Lid shall be Christy Na. 05, Brooks NaIRT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall taus machined seating Surfaces.
<br />THRUST BLOCK DETAILS 3. Extensions shall be as manufactured for the Volvo Boa supplied or Pipe of correct
<br />size can be used.
<br />BOX
<br />��elVE
<br />45• tela. r A L
<br />• • • :. -�
<br />ST
<br />MAIN- _
<br />.' I I I • N
<br />Lr uin.--I iO 100E �-t
<br />TYPICAL SECTION THRU _ R (11p)�0o
<br />CAST IRON BEND TEE OUTLET DEAD ENO THRUST BLOCK
<br />TYPICAL STREET SIGN
<br />THRUST BLACK DIMENSIONS NOTES!
<br />FITTINGS A B FITTINGS A B 1 one street sign ,. required
<br />6" LINE f31'Id 4"On•Slte LINE Kr LINE of each intersection.
<br />221/20 e - 6" - ir 2! • W- d 2•- d 2 Block i umobere re to be acquired
<br />45• - -cr 45• 4'-d 3i- 0" fromthis Sen JOO**t Cally Deport -
<br />900 - - i S' - 6 - retest of planning W4 BiiiWinp Inspection.
<br />TEE OUTLET I Y -W I OUTLET It -
<br />�� Ella 4• _ 3 See imprwm
<br />esM plans for location
<br />DEAD END - - -
<br />LINE of STOP signs. whequ
<br />n rered.
<br />6 221!1! • 2'- o' 2'- d 2! t ' 3' - o• 3'' °" MAIN ST 4 The length of the street SW varves
<br />�• 3 - _ 45• 4 - 4 - 0 I E dubb the Wglh of the stmt
<br />L name.
<br />TEE OUTLET I 3'-6 - TEE OUTLET 15 -6 4 -O
<br />DEAD END 8 -6 3 - DEAD END 5 -6 4 -0 Edge of Pavement,
<br />Bock of Sidewalk
<br />or Bock of Curb.
<br />NOTES, 1. All "rust blocks shoji los Pawed Q
<br />against undisturbed sot and shall
<br />be Class "B` Concrete
<br />2 Thud block dimensions were a
<br />eataloted to altar O- $at j. Street
<br />bsorng value. of 1,000 Pounds Sign Location
<br />Pr equare foal- I
<br />ti
<br />THRUST BLOCK DETAILS ,
<br />2" ID pipe N STREET SIGN POST
<br />LOCATION DETAIL
<br />�E
<br />�R�i�Rv P/gz19 F�� SECTION B -B
<br />a
<br />Amu t 1 1 SECTION A -A
<br />i� No. 19638 Ai u T 1 TYPICAL STREET SIGN
<br />II`\* Exp. 9.30.89 ,� 18" STORM DRAIN INLET
<br />INSTALLATION
<br />sf r"" - STANDARD STREET SIGN DETAILS
<br />"4Q OFCA�\F��� NO SGAI F
<br />SH O OF O
<br />i
<br />`2" Square Steel Volvo Nut
<br />too Cornell
<br />PIpF
<br />2" Standard
<br />Gobi. Pipe
<br />t
<br />I
<br />Tome bockfill behkid
<br />Welling
<br />thoroughly.
<br />A
<br />.
<br />PLAN
<br />Valve Box, From and Lid,
<br />Cnrlety G-9 Traffic Volvo Box Or equal.
<br />•
<br />�xi"�F3��lC��R�lil�
<br />/•
<br />i
<br />2" Cop
<br />Fosteners
<br />2" Ga1if. Nww
<br />2" Square St at I Volvo Nut
<br />2" Gokr. Street Elbow
<br />2"
<br />Stallard We Volvo
<br />aELEVATION
<br />4"R4v
<br />TEMPORARY BLOW OFF
<br />ErE.W.
<br />_ SrreH R/W
<br />Grand I inSUll Meterper S.J.Co. ;
<br />Msler Bas Standar c
<br />Baton of aro; �'
<br />`. to my)
<br />Connection
<br />of I - dopier
<br />n
<br />a r s 36" Robot with
<br />��
<br />Connection 2 how clasps 12" opal
<br />Adapto
<br />BoCkhll with rrialeri0ls equal to Of _
<br />better than the existing pavement -
<br />in quality and thickness. - -
<br />Existing Pavement
<br />i 6i- Compact M IY mos. layers _
<br />�i �`
<br />to a ml relativeeprtlpOCtia11
<br />(TYR) of 95x under povmeM and
<br />_ *=Iowa, and 90% — — -
<br />- —_— outside shoWders. — —' —
<br />— --_`- ' _�-Compocl in e4"mos.lorwe
<br />> to o minimum
<br />a relative compaction Oa
<br />/01 of 85 %.
<br />i 24 Min. Cover below, balloon o %
<br />Saorpporanon at ditch lit any) —; - Compact in 6" layers
<br />to o minimum 10" 0. D. Id
<br />Service - - 10 O- D. 10" relative. Compaction - Min min
<br />Clomp (l" or lags Mn. Mm at 90 %. 0. D.+2d Min.
<br />Double Strop) - 0. D.+ 2d Mut
<br />NOTES: FLEXIBLE CONDUIT
<br />1. Plastic pipe up tot;"1.D. service shall be ultra high molecular weight (UHMW) RIGID CONDUIT
<br />pojyelhylens as manufactured by "Drlscopips", "Orongsburp at approved equal
<br />with minimum pressure feting of 160 psi.
<br />2 Plastic pips for 2" I,D. service shall be PS 2110 Pojybutylsne or approved
<br />equal with minimum pressure rating of 160 psi.
<br />3. Corporation stop chole have corporation cock Inroads. NOTES
<br />4. Angle stop shall hoswivel nut and lack wings. I. Relative compaction of materials shall be tested by the State of Colifania,
<br />ve
<br />5. Angle elply shall be vertically plumbed. Dept, of Transportation Testing Manual, test method No California 216 of 231.
<br />6 Size of service line shall be as required by the County.
<br />. Insta-lits Conrad ithoN conform Jetting
<br />to ASTM Designation D 2239. 2. existing pavement shall ed neatly cul to line prior to trench excavation.
<br />7. Mueller
<br />3 tbrq ar poinding will be permitted within Its street Right of Way with 3 year Donal.
<br />WATER SERVICE 4.e When shown by soil composition and compoctibihty, ninety percent (90X)
<br />compaction may be used, when approved by Ina Director at Pudic Works.
<br />Variable '' TYPICAL TRENCH DETAIL
<br />Cast Iron Lid
<br />--mol lie- proof; machined
<br />!7 - seating surface
<br />Valve Bos; Frame and Lia FOR ALL STREET
<br />Refer to Improvement Standard No. E-2 qTz Break -Off Jaw LOCATIONS -
<br />2" oboes ground line
<br />.;: • 2" Asphalt Concrof „i -Finished Grade
<br />Wolof Main Concrete Anchor
<br />Block-/
<br />IO•� .;j
<br />y-
<br />JAI �7jpg
<br />Flanged by Ring -Tits Adaptor • ' L
<br />Conc. Thrust Block- (As Required) Cone. Thrust Block- 1�� FOR OFF STREEL
<br />Refer to Improvement 6" Flooged or Flanged by Refer to Improvement LOCATIONS
<br />Standard No. E 3 Ring -Tit• Gets Valve. Standard No. E-3.
<br />Tifco No. II Toe a Equal. Concrete Baca to M
<br />NOTE Extensions around Valve Bos.
<br />I. Fire Hydrants shall be -placed with'e4" outlet facing neceConcrssary
<br />Bass not
<br />dutclly towards the street. - necessary then Valva
<br />Bos is located in back
<br />2 Fire Hydrants shall be clean and free at Concrete. of sidewalk.
<br />3 Fort Hydrants to be American Darlirtp Abdel 8-628, Dresser M f! H Style 929
<br />"Reliant", Mueller, "Centurion" or "kbdern Contwion', or approved equal (2-2yr"
<br />d 1-4" outlets)
<br />Or other size as required by the local Fin District. - -
<br />4 All Hydrants shall be pointed OSHA safety yellow or as
<br />required by local Fire District.
<br />_ FIRE HYDRANT NOTES:
<br />I. Valve box and Lid shall be Christy Na. 05, Brooks NaIRT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall taus machined seating Surfaces.
<br />THRUST BLOCK DETAILS 3. Extensions shall be as manufactured for the Volvo Boa supplied or Pipe of correct
<br />size can be used.
<br />BOX
<br />��elVE
<br />45• tela. r A L
<br />• • • :. -�
<br />ST
<br />MAIN- _
<br />.' I I I • N
<br />Lr uin.--I iO 100E �-t
<br />TYPICAL SECTION THRU _ R (11p)�0o
<br />CAST IRON BEND TEE OUTLET DEAD ENO THRUST BLOCK
<br />TYPICAL STREET SIGN
<br />THRUST BLACK DIMENSIONS NOTES!
<br />FITTINGS A B FITTINGS A B 1 one street sign ,. required
<br />6" LINE f31'Id 4"On•Slte LINE Kr LINE of each intersection.
<br />221/20 e - 6" - ir 2! • W- d 2•- d 2 Block i umobere re to be acquired
<br />45• - -cr 45• 4'-d 3i- 0" fromthis Sen JOO**t Cally Deport -
<br />900 - - i S' - 6 - retest of planning W4 BiiiWinp Inspection.
<br />TEE OUTLET I Y -W I OUTLET It -
<br />�� Ella 4• _ 3 See imprwm
<br />esM plans for location
<br />DEAD END - - -
<br />LINE of STOP signs. whequ
<br />n rered.
<br />6 221!1! • 2'- o' 2'- d 2! t ' 3' - o• 3'' °" MAIN ST 4 The length of the street SW varves
<br />�• 3 - _ 45• 4 - 4 - 0 I E dubb the Wglh of the stmt
<br />L name.
<br />TEE OUTLET I 3'-6 - TEE OUTLET 15 -6 4 -O
<br />DEAD END 8 -6 3 - DEAD END 5 -6 4 -0 Edge of Pavement,
<br />Bock of Sidewalk
<br />or Bock of Curb.
<br />NOTES, 1. All "rust blocks shoji los Pawed Q
<br />against undisturbed sot and shall
<br />be Class "B` Concrete
<br />2 Thud block dimensions were a
<br />eataloted to altar O- $at j. Street
<br />bsorng value. of 1,000 Pounds Sign Location
<br />Pr equare foal- I
<br />ti
<br />THRUST BLOCK DETAILS ,
<br />2" ID pipe N STREET SIGN POST
<br />LOCATION DETAIL
<br />�E
<br />�R�i�Rv P/gz19 F�� SECTION B -B
<br />a
<br />Amu t 1 1 SECTION A -A
<br />i� No. 19638 Ai u T 1 TYPICAL STREET SIGN
<br />II`\* Exp. 9.30.89 ,� 18" STORM DRAIN INLET
<br />INSTALLATION
<br />sf r"" - STANDARD STREET SIGN DETAILS
<br />"4Q OFCA�\F��� NO SGAI F
<br />SH O OF O
<br />i
<br />I
<br />BAUMBACI-I & PIAZZA DETAIL SHEET RANCH MQRADA ES' RTES Jos Na 8811
<br />By DESIGN DRAWN By APPROVED 19 '
<br />{
<br />CIVIL. ENGINEERS — SURVEYORd FILE
<br />SUBMITTED
<br />By `. 323 W. ELM ST.,. LODI, CALIF. 95240 PFI. 209-368.661 6 pQ
<br />R.C.E. DATE i�� Q SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS - - - G - V 96
<br />
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