|
- 6"x 6"- W 14 x W 1 4 welded wore fabric
<br />12' Minimum
<br />30 MM=WW m --
<br />Expansion Joint.\ I r►A
<br />r Sidewalk?
<br />1 Gulter e-
<br />Wap ,
<br />3�i
<br />1
<br />ELOIA
<br />PLAN
<br />rt Barn of wai
<br />l
<br />f
<br />,Expansion Joint
<br />Warp z- Sidewalk _
<br />\ Curb and
<br />Gutter Lae'
<br />�- Gut for Z _
<br />ELEVATION
<br />-+•�2'--0'
<br />FOR ADDITIONAL
<br />I•{- - 3'-i---- 4'---••�• - 3.,. 1I, I lVIEW A -A wp_4 bee Note1wdh 45bevel with, , chanyter
<br />VIEW B -B
<br />,
<br />ADprox. or
<br />CExpansion Joint Typical 4
<br />YIN`GROOVING DETAI0 Grooved in o herringtwrpatten wdh 1• grease oppracIj'O.C.;golives slimedbs
<br />aligned parallel b orosswolkatrsp*s. +4Grooves apprOs. 4•OC.
<br />Raw
<br />\ \- - - - !_��0I!•nL -
<br />12
<br />Cab L,ne
<br />Gutter Line
<br />##onion Joint Typical
<br />t of�
<br />NOTES:T1. 6' Ramp for 41' 4urb heof and 2% sidewalk Nope. Fr 6" curb height either use B' romp a trarwition
<br />T curb height to 4 from expansion lord to beginning of ramp2. Catch basins ad aihr abstraction rum not to be located within the wheeldtotr path area.
<br />SECTION A -A 3. aur ahead �ml B-AB-5,rB-t fr wb,Gwkr 8 swmm k Dowle; and sats Sand newN6-B lar
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />THRUST
<br />1""", with
<br />materials equal to a
<br />E.P.
<br />Street R/w
<br />FITTINGS
<br />DETAILS
<br />better than
<br />SEE SPECIFICATIONS
<br />A
<br />S - Sairdtary Sir line
<br />Exist. Ward W„! 90. �� I
<br />LINE
<br />I•{- - 3'-i---- 4'---••�• - 3.,. 1I, I lVIEW A -A wp_4 bee Note1wdh 45bevel with, , chanyter
<br />VIEW B -B
<br />,
<br />ADprox. or
<br />CExpansion Joint Typical 4
<br />YIN`GROOVING DETAI0 Grooved in o herringtwrpatten wdh 1• grease oppracIj'O.C.;golives slimedbs
<br />aligned parallel b orosswolkatrsp*s. +4Grooves apprOs. 4•OC.
<br />Raw
<br />\ \- - - - !_��0I!•nL -
<br />12
<br />Cab L,ne
<br />Gutter Line
<br />##onion Joint Typical
<br />t of�
<br />NOTES:T1. 6' Ramp for 41' 4urb heof and 2% sidewalk Nope. Fr 6" curb height either use B' romp a trarwition
<br />T curb height to 4 from expansion lord to beginning of ramp2. Catch basins ad aihr abstraction rum not to be located within the wheeldtotr path area.
<br />SECTION A -A 3. aur ahead �ml B-AB-5,rB-t fr wb,Gwkr 8 swmm k Dowle; and sats Sand newN6-B lar
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />2'-0" -- -{
<br />I r yy„rypp Joint (Typ. )
<br />NOTES:
<br />I) hams IN Grate shall conform
<br />to bmprovemwnt Standard No. C -6
<br />2) Two foot r aWo m below Bushed rode
<br />M now development. Ion existing ales»,
<br />may be lees !hon 9 with the
<br />e0provai of the Engraver
<br />3 24" pipe barrel Mil be Chi** 9 R C.P
<br />or Class 3 A.C.P.
<br />owwwo
<br />PLAN
<br />Oottem of Ditch ; �__
<br />stop
<br />i 1
<br />;cw
<br />Nectlendoptor
<br />■ 36' Reba with
<br />If
<br />CWw" is"2 how clamps 12' openAd "Opluat
<br />spur
<br />to at. 26" Min. Cover below bottom
<br />Stop /. W nicn lir any)
<br />Servic- _A
<br />MOW!(I or lager
<br />Doubt. strop) " O
<br />Mahone soot I COTES' s
<br />----- -----------^ 1. Plastic pipe up to ISI. D. wrvice shell a ultra high molecular weight (UHMW )
<br />eM TM 121- F1- Polyethylene as monufactwed by "Drlscopipe", "Oran or approved equal
<br />\ i • ' with minimum pressers rotlrp of 160 psi.
<br />1 • ' •� 2 Plastic pipe for 2 1. D. service shall be PB 2110 Polybuffillw
<br />or approved
<br />1=
<br />A I • • I equal with minimum pressure rating M 160 pal.
<br />1 fh- l 3. Corporation stop stall have corporation cock threads. Q
<br />r • 4. Angle stop shall have ewlvsl awl and leak Mugs. 7 +w
<br />I Die I 5. Angle stop &hall be vertically plumbed_
<br />r• 6. Site of service line shall be es required by the County. Q
<br />7. Mailer Moto -fits connection shall wntorm to ASTM Desigrotlon D 2239.
<br />SECTION A -A WATER SERVICE
<br />\
<br />NOTES: 1 Iron type grate may be Variable 1'
<br />used os dterheb.
<br />2. Grate *belt be fantasied to from*
<br />with loony Me-tr*aied chain
<br />V_ o�
<br />SECTION B -B
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />PLAN ---
<br />MONOLITHIC BEVEL TYPE • 6'
<br />CURB 8 GUTTER _
<br />•h . ."i.. �•f) Bolt
<br />7'-0' Ma. e• i'e - - -
<br />24• pro L • c
<br />go
<br />4'-0' Minimum (Sidewaik) 12' S N `
<br />Brown Finish seer rT
<br />2' -0" Broom Finish -- 24" LD - -
<br />, l 1SIaDe • } ON I 1" Level LIM Marler •' N 2 r
<br />on
<br />o ' -1 -
<br />oit
<br />6" 12" I I PtOs1M 5f,
<br />• . ' .r
<br />Oorets 's or fills. a 24' spaced ... • . • .. � � .
<br />12' o c., weaned and rrgped . ;: •' • , : ,
<br />sew side through every
<br />expansion lee+t MONOLITHIC BEVEL TYPE w-
<br />' Class 'B* Concrete
<br />fcr- Na
<br />CURB, GUTTER 8 SIDEWALK / aay v'iA�a SECTION A -A SECTION B -B
<br />NOTES:
<br />I. ' CsrnsiYcl expernow" lane a 200' rtrltrerr ad ai ratters, crowd 4M polos. � �No, $
<br />. 1963"�.
<br />h *mm and awrr ""it objects at sibwel6 � + No, 193 8 �
<br />2. Trem*vrss woo wnw Maw Ishan sir/ be am weead A M' maakmm . Interests- CrVIV
<br />Of CALvFQ S. 1. C. B.
<br />CURB GUTTER & SIDEWALK --
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN TA., SEP DRAWN BY QL51 EBS APPROVED
<br />6-/9-87 Fina/ Check 6y Coun/y .PLS. 19
<br />Z -B -90 /�s •�u. /f
<br />1UgUITTED Y
<br />RCE. DATE A /!/-87 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />•10 Irl. D.1M.W a,/M f llI'll •.'
<br />s •�• - -Cast iron Frans and Cover
<br />Rotor to NWOVOW401 Stallard
<br />No. 0-4
<br />pp...3,�0"�•
<br />L.iCrl
<br />Existing Poownend z
<br />Or Ground Cos s e" Baine
<br />6w Or B" LD Pipe .iS '� :• b
<br />I
<br />r 6' -- POaed-o-
<br />Place cg F �.
<br />Blacks (Cities
<br />•Bum concrete!,
<br />ur
<br />N»ow Of Trpop t
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />2 W. ST., LODI, CALIF. 93240 PH. 209.368• e
<br />THRUST
<br />1""", with
<br />materials equal to a
<br />NOTE AY rear • T Ysnla"
<br />Valve Box, From and Lid
<br />FITTINGS
<br />W - Water line
<br />better than
<br />Refer to Improvement Standard No. E-2
<br />A
<br />S - Sairdtary Sir line
<br />otherwise notedline
<br />LINE
<br />I
<br />and thickness.
<br />Depressed ester 'w; "s,curb
<br />Water Mai
<br />- so
<br />b idrrify aernp acotians
<br />3' - 0"
<br />3'-0"2'-OwVertical
<br />45•
<br />Pavement
<br />F77IO•j-
<br />6"e Plpe
<br />" .
<br />3'-0'
<br />Pavement
<br />9 •
<br />5'-6
<br />4- OpTEE
<br />OUTLET
<br />-0[M_
<br />C rb ai
<br />Returns
<br />Conc Thrust Block-
<br />(As Required) Conc. Thrust Block •
<br />li-I
<br />1O}"RBrown
<br />Fwrsh
<br />.Lev*1
<br />Liee
<br />Ring -Tits We Volvo. Standard No. E-3.
<br />9/y
<br />y
<br />0
<br />Tifco No.ll Tee a Equal.
<br />1J
<br />61-
<br />NOTES
<br />p
<br />1
<br />fwow
<br />1 2, -dm
<br />�R
<br />the street.
<br />to a min. relative compaction
<br />2. Fie Hydrants ,Noll be ctean all fee of concrete. O
<br />-0
<br />3. Fn Hydrants to be American Darling Model B-620, Dresser M 8 K Style 929
<br />45•
<br />"Rthanl% Mueller
<br />"Centurion" or whodlrn Centurion". or approved equal (2-1!4"
<br />of 95%iwdw povwmwa and
<br />6 1-4" outlets)
<br />/
<br />1 -_lip
<br />♦ or other time as
<br />required by the local Fie District. y
<br />TEE
<br />TEE OUTLE
<br />shoulders, and 90%
<br />3 -
<br />4 All Hydroids aholl
<br />Dowelsosor Da. ■ 24"spaced 12"0.gr*osed
<br />-4.
<br />4 - O
<br />rispired by local
<br />First
<br />I E
<br />and wr41pved one side*very
<br />-
<br />HYDRANT
<br />4 -0
<br />H
<br />expansion )ion
<br />THRUST BLOCK DETAILS
<br />2'-0" -- -{
<br />I r yy„rypp Joint (Typ. )
<br />NOTES:
<br />I) hams IN Grate shall conform
<br />to bmprovemwnt Standard No. C -6
<br />2) Two foot r aWo m below Bushed rode
<br />M now development. Ion existing ales»,
<br />may be lees !hon 9 with the
<br />e0provai of the Engraver
<br />3 24" pipe barrel Mil be Chi** 9 R C.P
<br />or Class 3 A.C.P.
<br />owwwo
<br />PLAN
<br />Oottem of Ditch ; �__
<br />stop
<br />i 1
<br />;cw
<br />Nectlendoptor
<br />■ 36' Reba with
<br />If
<br />CWw" is"2 how clamps 12' openAd "Opluat
<br />spur
<br />to at. 26" Min. Cover below bottom
<br />Stop /. W nicn lir any)
<br />Servic- _A
<br />MOW!(I or lager
<br />Doubt. strop) " O
<br />Mahone soot I COTES' s
<br />----- -----------^ 1. Plastic pipe up to ISI. D. wrvice shell a ultra high molecular weight (UHMW )
<br />eM TM 121- F1- Polyethylene as monufactwed by "Drlscopipe", "Oran or approved equal
<br />\ i • ' with minimum pressers rotlrp of 160 psi.
<br />1 • ' •� 2 Plastic pipe for 2 1. D. service shall be PB 2110 Polybuffillw
<br />or approved
<br />1=
<br />A I • • I equal with minimum pressure rating M 160 pal.
<br />1 fh- l 3. Corporation stop stall have corporation cock threads. Q
<br />r • 4. Angle stop shall have ewlvsl awl and leak Mugs. 7 +w
<br />I Die I 5. Angle stop &hall be vertically plumbed_
<br />r• 6. Site of service line shall be es required by the County. Q
<br />7. Mailer Moto -fits connection shall wntorm to ASTM Desigrotlon D 2239.
<br />SECTION A -A WATER SERVICE
<br />\
<br />NOTES: 1 Iron type grate may be Variable 1'
<br />used os dterheb.
<br />2. Grate *belt be fantasied to from*
<br />with loony Me-tr*aied chain
<br />V_ o�
<br />SECTION B -B
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />PLAN ---
<br />MONOLITHIC BEVEL TYPE • 6'
<br />CURB 8 GUTTER _
<br />•h . ."i.. �•f) Bolt
<br />7'-0' Ma. e• i'e - - -
<br />24• pro L • c
<br />go
<br />4'-0' Minimum (Sidewaik) 12' S N `
<br />Brown Finish seer rT
<br />2' -0" Broom Finish -- 24" LD - -
<br />, l 1SIaDe • } ON I 1" Level LIM Marler •' N 2 r
<br />on
<br />o ' -1 -
<br />oit
<br />6" 12" I I PtOs1M 5f,
<br />• . ' .r
<br />Oorets 's or fills. a 24' spaced ... • . • .. � � .
<br />12' o c., weaned and rrgped . ;: •' • , : ,
<br />sew side through every
<br />expansion lee+t MONOLITHIC BEVEL TYPE w-
<br />' Class 'B* Concrete
<br />fcr- Na
<br />CURB, GUTTER 8 SIDEWALK / aay v'iA�a SECTION A -A SECTION B -B
<br />NOTES:
<br />I. ' CsrnsiYcl expernow" lane a 200' rtrltrerr ad ai ratters, crowd 4M polos. � �No, $
<br />. 1963"�.
<br />h *mm and awrr ""it objects at sibwel6 � + No, 193 8 �
<br />2. Trem*vrss woo wnw Maw Ishan sir/ be am weead A M' maakmm . Interests- CrVIV
<br />Of CALvFQ S. 1. C. B.
<br />CURB GUTTER & SIDEWALK --
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN TA., SEP DRAWN BY QL51 EBS APPROVED
<br />6-/9-87 Fina/ Check 6y Coun/y .PLS. 19
<br />Z -B -90 /�s •�u. /f
<br />1UgUITTED Y
<br />RCE. DATE A /!/-87 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />•10 Irl. D.1M.W a,/M f llI'll •.'
<br />s •�• - -Cast iron Frans and Cover
<br />Rotor to NWOVOW401 Stallard
<br />No. 0-4
<br />pp...3,�0"�•
<br />L.iCrl
<br />Existing Poownend z
<br />Or Ground Cos s e" Baine
<br />6w Or B" LD Pipe .iS '� :• b
<br />I
<br />r 6' -- POaed-o-
<br />Place cg F �.
<br />Blacks (Cities
<br />•Bum concrete!,
<br />ur
<br />N»ow Of Trpop t
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />2 W. ST., LODI, CALIF. 93240 PH. 209.368• e
<br />1.N0 R� ative Compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be neatly wt to line prior to trench excavation.
<br />3. jotting or pond" ail be permitted within the street Right of Way with 3 yea bond.
<br />4. * When shown by sat Composition and compodibility, ninety percent (90%)
<br />compaction may be used, when apposed by the Director of Public Works.
<br />5 Far trenching bedding see L. C 5 D. SPEC/F/CAi/ONS beyinniny on Paye //.
<br />TYPICAL TRENCH DETAIL
<br />Cast Yon Lid
<br />oitle-pool• mochdWd
<br />FOR ALL STREET "along sur act
<br />Break -Off Joint LOCATIONS-
<br />t- N L"
<br />Y Asphalt Control
<br />11:" frrshed Groh
<br />40• Mss.
<br />• I
<br />P .:
<br />.•
<br />Lr MiL-I
<br />I' TYPICAL SECTION THRU
<br />TEE OUTLET DEAD EN THRUST BLOCK
<br />THRUST
<br />1""", with
<br />materials equal to a
<br />Valve Box, From and Lid
<br />FITTINGS
<br />I NA7
<br />better than
<br />Refer to Improvement Standard No. E-2
<br />A
<br />B
<br />2" above wad fine
<br />LINE
<br />I
<br />and thickness.
<br />221/20
<br />Water Mai
<br />- so
<br />fJ Conerste Anchor Block
<br />Q
<br />3' - 0"
<br />2'- 0"
<br />45•
<br />Pavement
<br />F77IO•j-
<br />6"e Plpe
<br />" .
<br />3'-0'
<br />Pavement
<br />9 •
<br />5'-6
<br />4- OpTEE
<br />OUTLET
<br />-0[M_
<br />Flanged by Ring -Tib 'Adaptor
<br />• ' '` '"
<br />Conc Thrust Block-
<br />(As Required) Conc. Thrust Block •
<br />li-I
<br />Refer to improvement
<br />6" Raped or Flonged by& Refer to Improvement
<br />Section '� '
<br />Standard No. E-3
<br />Ring -Tits We Volvo. Standard No. E-3.
<br />9/y
<br />y
<br />0
<br />Tifco No.ll Tee a Equal.
<br />1J
<br />61-
<br />NOTES
<br />p
<br />I. Fire Hydrants then he placed with*4" outlet lacing O.A
<br />1 2, -dm
<br />directly towards
<br />the street.
<br />to a min. relative compaction
<br />2. Fie Hydrants ,Noll be ctean all fee of concrete. O
<br />-0
<br />3. Fn Hydrants to be American Darling Model B-620, Dresser M 8 K Style 929
<br />45•
<br />"Rthanl% Mueller
<br />"Centurion" or whodlrn Centurion". or approved equal (2-1!4"
<br />of 95%iwdw povwmwa and
<br />6 1-4" outlets)
<br />/
<br />KIN
<br />♦ or other time as
<br />required by the local Fie District. y
<br />TEE
<br />TEE OUTLE
<br />shoulders, and 90%
<br />3 -
<br />4 All Hydroids aholl
<br />be pointed OSHA safety yellow or as
<br />-4.
<br />4 - O
<br />rispired by local
<br />First
<br />I E
<br />It
<br />-
<br />HYDRANT
<br />4 -0
<br />H
<br />n
<br />THRUST BLOCK DETAILS
<br />1.N0 R� ative Compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be neatly wt to line prior to trench excavation.
<br />3. jotting or pond" ail be permitted within the street Right of Way with 3 yea bond.
<br />4. * When shown by sat Composition and compodibility, ninety percent (90%)
<br />compaction may be used, when apposed by the Director of Public Works.
<br />5 Far trenching bedding see L. C 5 D. SPEC/F/CAi/ONS beyinniny on Paye //.
<br />TYPICAL TRENCH DETAIL
<br />Cast Yon Lid
<br />oitle-pool• mochdWd
<br />FOR ALL STREET "along sur act
<br />Break -Off Joint LOCATIONS-
<br />t- N L"
<br />Y Asphalt Control
<br />11:" frrshed Groh
<br />40• Mss.
<br />• I
<br />P .:
<br />.•
<br />Lr MiL-I
<br />I' TYPICAL SECTION THRU
<br />TEE OUTLET DEAD EN THRUST BLOCK
<br />THRUST
<br />1""", with
<br />materials equal to a
<br />FITTINGS
<br />I NA7
<br />better than
<br />the existing powerient
<br />A
<br />B
<br />6" LINE and 4"On-site
<br />LINE
<br />in quality
<br />and thickness.
<br />221/20
<br />r - 6'
<br />- so
<br />22 WO
<br />3' - 0"
<br />2'- 0"
<br />45•
<br />Pavement
<br />45•
<br />4'- Cr
<br />3'-0'
<br />Pavement
<br />9 •
<br />5'-6
<br />4- OpTEE
<br />OUTLET
<br />-0[M_
<br />5tructura/
<br />TEE OUTLET
<br />4' - 0
<br />4 -DEAD
<br />END
<br />-
<br />Section '� '
<br />4 - 0
<br />4'- 0
<br />y
<br />0
<br />1J
<br />61-
<br />Compact N 12' mac layers
<br />p
<br />2'- 0'
<br />1 2, -dm
<br />6"Min.
<br />to a min. relative compaction
<br />45•
<br />-0
<br />1 r-ir
<br />45•
<br />(Typ.)
<br />'
<br />of 95%iwdw povwmwa and
<br />_a.
<br />KIN
<br />L:
<br />_
<br />-
<br />TEE
<br />TEE OUTLE
<br />shoulders, and 90%
<br />3 -
<br />_
<br />5'- ISO
<br />-4.
<br />4 - O
<br />DEAD END
<br />w -6- I
<br />outside attordders.
<br />-
<br />- -
<br />4 -0
<br />H
<br />+
<br />Compact in t4•max.layrs
<br />/
<br />to o minimum
<br />ty
<br />o
<br />{ o
<br />relative compaction
<br />a
<br />o
<br />m m =
<br />Al
<br />O
<br />+�3
<br />of 85 %.
<br />C
<br />Compal n 6` losers
<br />10"
<br />to inimum
<br />10" O. D.
<br />10"
<br />;^ Min.
<br />Min
<br />relative
<br />Min
<br />Ma.
<br />0 0.* 20"
<br />Ma
<br />of 90 %,
<br />0. D.• 20"
<br />Mn.
<br />See NOiE 5 he%w
<br />Compact tv 90%. QC
<br />RIGID CONDUIT
<br />FLEXIBLE
<br />CONDUIT
<br />1.N0 R� ative Compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be neatly wt to line prior to trench excavation.
<br />3. jotting or pond" ail be permitted within the street Right of Way with 3 yea bond.
<br />4. * When shown by sat Composition and compodibility, ninety percent (90%)
<br />compaction may be used, when apposed by the Director of Public Works.
<br />5 Far trenching bedding see L. C 5 D. SPEC/F/CAi/ONS beyinniny on Paye //.
<br />TYPICAL TRENCH DETAIL
<br />Cast Yon Lid
<br />oitle-pool• mochdWd
<br />FOR ALL STREET "along sur act
<br />Break -Off Joint LOCATIONS-
<br />t- N L"
<br />Y Asphalt Control
<br />11:" frrshed Groh
<br />40• Mss.
<br />• I
<br />P .:
<br />.•
<br />Lr MiL-I
<br />I' TYPICAL SECTION THRU
<br />TEE OUTLET DEAD EN THRUST BLOCK
<br />NOTES, 1. Ai thrust blocks shell be pared
<br />against iadislurbed soil and shall
<br />be Class `8 Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a sal
<br />�, `� bowing volue. of 1,000 pords
<br />per square fox.
<br />• 5 Rebor e top and bottom • SO
<br />DfE" i
<br />at � %P
<br />-r I •
<br />ELEVATKIN is q
<br />PERMANENT BLOW -OFF �O
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />`FOR OFF STREE
<br />LOCATIONS
<br />Concrete Ba" o be
<br />crowd Valve Box.
<br />Concrete BON not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />/. See Sheet � �e 6 of Specifications fvr Tracer !Vire.
<br />2. Volvo box and Lid shoe be Christy No G5, Brooks Na, IRT or 4 -TT, or tquai.
<br />9. All Lids and Grade Rings $114111 have ndchiwd "otng surfaces.
<br />4. Extensions stall be as monufoctured for the Voll Boa supplied or Pipe of correct
<br />site can be used.
<br />VALVE BOX
<br />24'.301 36' ritsi
<br />_H=� ir*
<br />MAIN ST
<br />100E
<br />= �•R (yp) psi
<br />TYPICAL STREET SIGN
<br />MAIN Ido E
<br />i
<br />0
<br />e
<br />h
<br />i Street
<br />Sips Location
<br />I
<br />to
<br />2' ID pipe iu
<br />I
<br />NOTES.
<br />t One sleet sign la required
<br />01 each imersectan.
<br />2 Bock numbor$ we to be acquired
<br />from the Sri daaquln Canty Deposit -
<br />rod of Planning will Building kwpectsln.
<br />3 See impovrsird platy for locoman
<br />of STOP sigtr, den repand.
<br />4 The length of Num sweat sign vorws
<br />due to the wqm of the street
<br />IIOIhe.
<br />Edge of Pavement,
<br />Bock at Sidewalk
<br />or Back of Cut to
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />I- g
<br />ol� 4
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />BEAR CREEK TERRACE SHEET (gOF/2
<br />UNIT NO. 38&4
<br />JDB "O. 9.f 79
<br />FILE
<br />SUBDIVISION IMPROVEMENTS No.
<br />THRUST
<br />BLACK
<br />DIMENSIONS
<br />FITTINGS
<br />I NA7
<br />I mg
<br />FITTINGS
<br />A
<br />B
<br />6" LINE and 4"On-site
<br />LINE
<br />10" LINE
<br />221/20
<br />r - 6'
<br />- so
<br />22 WO
<br />3' - 0"
<br />2'- 0"
<br />45•
<br />45•
<br />4'- Cr
<br />3'-0'
<br />90•-
<br />9 •
<br />5'-6
<br />4- OpTEE
<br />OUTLET
<br />-0[M_
<br />TEE OUTLET
<br />4' - 0
<br />4 -DEAD
<br />END
<br />-
<br />DEAD EMD
<br />4 - 0
<br />4'- 0
<br />S LINE
<br />Ir LINE
<br />221/2,
<br />2'- 0'
<br />1 2, -dm
<br />22 1 ofiL_3'-0'
<br />3'-0'
<br />45•
<br />3-0'
<br />1 r-ir
<br />45•
<br />4-6
<br />4-0
<br />.
<br />_a.
<br />-OL
<br />_
<br />-
<br />TEE
<br />TEE OUTLE
<br />1 3'- 6
<br />3 -
<br />TEE OUTLET
<br />5'- ISO
<br />-4.
<br />4 - O
<br />DEAD END
<br />w -6- I
<br />Y-0-
<br />DEAD END
<br />51-6.
<br />4 -0
<br />NOTES, 1. Ai thrust blocks shell be pared
<br />against iadislurbed soil and shall
<br />be Class `8 Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a sal
<br />�, `� bowing volue. of 1,000 pords
<br />per square fox.
<br />• 5 Rebor e top and bottom • SO
<br />DfE" i
<br />at � %P
<br />-r I •
<br />ELEVATKIN is q
<br />PERMANENT BLOW -OFF �O
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />`FOR OFF STREE
<br />LOCATIONS
<br />Concrete Ba" o be
<br />crowd Valve Box.
<br />Concrete BON not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />/. See Sheet � �e 6 of Specifications fvr Tracer !Vire.
<br />2. Volvo box and Lid shoe be Christy No G5, Brooks Na, IRT or 4 -TT, or tquai.
<br />9. All Lids and Grade Rings $114111 have ndchiwd "otng surfaces.
<br />4. Extensions stall be as monufoctured for the Voll Boa supplied or Pipe of correct
<br />site can be used.
<br />VALVE BOX
<br />24'.301 36' ritsi
<br />_H=� ir*
<br />MAIN ST
<br />100E
<br />= �•R (yp) psi
<br />TYPICAL STREET SIGN
<br />MAIN Ido E
<br />i
<br />0
<br />e
<br />h
<br />i Street
<br />Sips Location
<br />I
<br />to
<br />2' ID pipe iu
<br />I
<br />NOTES.
<br />t One sleet sign la required
<br />01 each imersectan.
<br />2 Bock numbor$ we to be acquired
<br />from the Sri daaquln Canty Deposit -
<br />rod of Planning will Building kwpectsln.
<br />3 See impovrsird platy for locoman
<br />of STOP sigtr, den repand.
<br />4 The length of Num sweat sign vorws
<br />due to the wqm of the street
<br />IIOIhe.
<br />Edge of Pavement,
<br />Bock at Sidewalk
<br />or Back of Cut to
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />I- g
<br />ol� 4
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />BEAR CREEK TERRACE SHEET (gOF/2
<br />UNIT NO. 38&4
<br />JDB "O. 9.f 79
<br />FILE
<br />SUBDIVISION IMPROVEMENTS No.
<br />
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