|
6"• 6"- W 14 x W 14 welded wore fabric
<br />12' Minimum
<br />3p MaxaemMslalrm- --
<br />Expansson Joint 1F I rfs-A
<br />Sldewalk� /
<br />2 Gutter 4
<br />1"paruian Joint
<br />Were z Sidewalk ,
<br />I_
<br />Curb and
<br />Gutter Line -
<br />`Z- Gutter -2-
<br />i '-►A
<br />PLAN
<br />f seek at Walk -
<br />ELEVATION
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />r 3'- 4' - - t. - 3' 4 I,
<br />I
<br />r w-11a��' --NOW ,relwewo ;
<br />^—.
<br />VIEW A -A 'I' w
<br />with 45•
<br />bevel with a,
<br />Olnarlrer
<br />I
<br />I
<br />1
<br />12'
<br />Curb Line
<br />Gutter Lint
<br />4
<br />VIEW B-BB-
<br />A�1POa. or
<br />O4
<br />Jexd Typical
<br />1�
<br />Il•
<br />-
<br />the existing pavement
<br />FITTINGS
<br />A
<br />in quality
<br />Y
<br />IIIIIIII I�1
<br />7/26/91
<br />Iwo
<br />•
<br />✓
<br />6"• 6"- W 14 x W 14 welded wore fabric
<br />12' Minimum
<br />3p MaxaemMslalrm- --
<br />Expansson Joint 1F I rfs-A
<br />Sldewalk� /
<br />2 Gutter 4
<br />1"paruian Joint
<br />Were z Sidewalk ,
<br />I_
<br />Curb and
<br />Gutter Line -
<br />`Z- Gutter -2-
<br />i '-►A
<br />PLAN
<br />f seek at Walk -
<br />ELEVATION
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />r 3'- 4' - - t. - 3' 4 I,
<br />I
<br />r w-11a��' --NOW ,relwewo ;
<br />^—.
<br />VIEW A -A 'I' w
<br />with 45•
<br />bevel with a,
<br />Olnarlrer
<br />I
<br />I
<br />1
<br />12'
<br />Curb Line
<br />Gutter Lint
<br />4
<br />1 NOTES: I I
<br />D
<br />1. s' Rasp fr 41• T V fbiM
<br />b re will 2% eidewwls stlop b
<br />ge. Far s• cight altksr all r resp w frwittan Cara heiglit to 4 E • Heat eapensiloa pest to Will ag of ro alb
<br />L Cwtstl lm lo me eshr deVectwa as MI IOM isolated wlsw Ib wbelaber pith ares.
<br />SECTION A -A 3 ��d S-A S -S, r s -s far Cloth, Bow 1 subset Delete: am stent slwldwd Ra Its, AN,
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />I
<br />NOTE AN redo - s unleN r- W - Waver line
<br />otbrwioo eetod « s - �11•ro►i $BIrM lifts
<br />G -Gas
<br />Dlies � 2'-O- ---
<br />4reeetl »few • W , •S , n - Expansion Jain (Typ. l
<br />ark Is idsnNty survive *coma
<br />• 8 'I
<br />Vwftw CoA al now" A'
<br />pl.R Broca Finish 1•
<br />■ �Level Line
<br />o .... .. .. • ... «
<br />VIEW B-BB-
<br />A�1POa. or
<br />O4
<br />Jexd Typical
<br />1�
<br />Il•
<br />-
<br />the existing pavement
<br />FITTINGS
<br />A
<br />in quality
<br />1��
<br />IIIIIIII I�1
<br />7/26/91
<br />Iwo
<br />•
<br />GROOVING DIETAIL �.`
<br />-6
<br />0
<br />-
<br />~
<br />61- Compact In le moa lovas
<br />Groovedn a Awrngbenw
<br />.
<br />- do
<br />Pattern anal �• grooves oppnta
<br />'"
<br />(Typ)
<br />Ij•QC. � grooves ekoned b '
<br />i of 95xeutdw pavement and
<br />aligned parallel to araewalk
<br />— —
<br />\
<br />strpes.
<br />- 0-
<br />S. N%.
<br />— — outside shoulders.
<br />— — —
<br />-
<br />j• Grooves appres. JL' Oz.
<br />-
<br />-
<br />�\
<br />4 - do
<br />Compact in ternax.layrs
<br />/W
<br />at
<br />a
<br />r Stop Sign
<br />O
<br />O
<br />221
<br />/O
<br />of ss %.
<br />Expansion Joint Typicd
<br />3'- 00
<br />Conalow in 60 layers
<br />Face of Gro
<br />4-0
<br />lorF 0. D.
<br />1 NOTES: I I
<br />D
<br />1. s' Rasp fr 41• T V fbiM
<br />b re will 2% eidewwls stlop b
<br />ge. Far s• cight altksr all r resp w frwittan Cara heiglit to 4 E • Heat eapensiloa pest to Will ag of ro alb
<br />L Cwtstl lm lo me eshr deVectwa as MI IOM isolated wlsw Ib wbelaber pith ares.
<br />SECTION A -A 3 ��d S-A S -S, r s -s far Cloth, Bow 1 subset Delete: am stent slwldwd Ra Its, AN,
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />I
<br />NOTE AN redo - s unleN r- W - Waver line
<br />otbrwioo eetod « s - �11•ro►i $BIrM lifts
<br />G -Gas
<br />Dlies � 2'-O- ---
<br />4reeetl »few • W , •S , n - Expansion Jain (Typ. l
<br />ark Is idsnNty survive *coma
<br />• 8 'I
<br />Vwftw CoA al now" A'
<br />pl.R Broca Finish 1•
<br />■ �Level Line
<br />o .... .. .. • ... «
<br />NOTES:
<br />11 Fw Ilk Graft am* costo a
<br />A w her«.a.nt standard Ne. C -6
<br />21 Two teen assistant Mew finahod Wade
<br />�J in a" dwelapanat. to esiste" sheets,
<br />may be Is" !baa Y wish We
<br />eaprevel N M Engineer
<br />9 240 MN borrow shat be Clogs sI RC.P
<br />or CNN S A.C.P.
<br />i ,e -4-% 1 l
<br />0"s-050, f Dd. a 24 • spaced 12• e.
<br />nosed and wrapped ane Bide Nre1p1, (//
<br />very expenYm imal. •• Friend B Gross
<br />MONOLITHIC�V�TYPE 6•
<br />CURB 9 GUTTER -J-- �` •�
<br />;' •'.: ' . �,i:.r� i. 4=•I Son
<br />24- pips a r• c
<br />4' On Mlalmum ( sidewalk ) 12• - 2' -OW' Groan Finish: ---24- I.D.
<br />Broom Finish sewing Linn
<br />• '. ♦ ' ♦ • ;, oar •.. . - -I 1 1' Leven Uhe R Missiles,•' « _
<br />rent-
<br />.
<br />., • . ,: �.
<br />--i 6 12
<br />owLWnira (t2•d saw h
<br />Oels 15or dis. ■ 24• specwd Ikr-sr e', t •f
<br />12.0. e., Viewlord wrapped .�.. • • • : • • .
<br />Ona aide through every ;: • • • • i
<br />a•Ooneim joint �
<br />1AONIOLITHIC BEVEL TYPE •B- Concrete
<br />CURB. GUTTER a SIDENNLKL?ION A -A TION B -B
<br />NOTES:
<br />L 'Oesslrret egsnsioa poses to Wd mawala W da leprae• Walked NM pews,
<br />hydewnle W after nes ablNu M aidewek 1 /j
<br />L trwaevrN a»dseed Woe Wine dr be asadaMrG A its indict nesn nlwlrele. 1'.7 F /
<br />�+ -;1,; k4
<br />X11 12 23 91
<br />CURB GUTTER SIDEWALK -_
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />6 -0 -
<br />PLAN •0 -PLAN
<br />(STA
<br />,
<br />ErExal.
<br />Street
<br />Ground Christy C•20 0. [ria 61
<br />Wier B« P.P.M.
<br />A McWl Lid
<br />�` sanom N Dncn
<br />�• 36• Reser wish
<br />Coarctiee
<br />Adapter 2 Aero ckeWe 120 pert
<br />CerpwerMe 24' Min. Cover below beltew
<br />SIM W blah (it er1y)
<br />Service 1" Water Service
<br />Closed U or larger
<br />Dwble Strop)
<br />/-rte••;e fµ•--� NOTES
<br />�1 -------- --------- L Plastic pipe uplolX@LD. service shall be Wena high moMeulw weight (UHMW)
<br />ITM -14 Payt"W" N mawfdetWOd by •DriwaPipe•,-O►agebury' or approved equal
<br />WA minimum prawn ,Wing of Nig pal.
<br />2. Plastic pipe for 2. 1.0. Nrvise ~ be P8 2110 PelybWylw or apprwN
<br />rl I
<br />equal wilh minimum pressure rating of 160 plot.
<br />F- 3 CwlwrelNn step loMR ban oerpwatMn too 1MeaM.
<br />• 4, Angle stop shell ben eslkdl net W welt Malo.
<br />�'-- a {• 1 L Site OfseaViG6 life DOWNill be Nbbe N nly @quNN by Ino COWdy. .
<br />7. MWIW wale-,fle OoftucH n OW abstain be ASTM ONfgmllkn 0 2258.
<br />SECTION A -A WATER SERVICE
<br />1Mvm� typo "easy be Variable .
<br />sad ee eNrle.
<br />2. orale , to f«twnd to Items
<br />with Is si heel Meeled chow r
<br />1 I
<br />Valve Bas, from and Lid
<br />Mler N WwovweNt Slwodrd Me. E-2
<br />20 ebsve proprio line
<br />Woler Main_ Cesrole Andes Bleak
<br />SECTION S-8
<br />;AME & GRATE
<br />STORM DRAIN INLET)
<br />ice We
<br />PIM
<br />.u.• • ... .•1 •.
<br />M'V-0Cad Iron Frondand CorsairRalle es bW*vewunt Standard
<br />AM
<br />Existing Pevemew n 0•. i
<br />or GrOWA % t 6• salt.
<br />Soar 11"M PIa, •a a �,�. 4
<br />-�+ - - - - Pala Cesarean •.
<br />e 4 sled• ( Clea • ,
<br />.•.�''••i e)
<br />Ntlsm Of Trento
<br />TYPICAL LAMPHOLE INSTALLATION
<br />L-.
<br />TYPICAL SANITARY SEWER DETAILS
<br />6-r fNplo
<br />Flaged by Ring -Tile Adaptor '
<br />Con- Tk7E-3"-Tits
<br />(As Required ) Cant Thrust fta - e -
<br />Refer le60 Flanged or Flanged by Refer to wprolamw
<br />StandarGale Yoke. Standard No. E-3.
<br />NOTES' T)fce Na II TN or Equal.
<br />I. Fees Hyrwds Nall be placed with 4 n/2" outlet facing
<br />directly towards Na sNNt.
<br />2 Fire HydrwMs alvdl be deo and free at celncrees.
<br />3. Fos Nydrads to to Long Seoch 616 or James Jorws J-4obo
<br />or apyroved equal (2.2V2• % 1-4Vt•autkt).
<br />4 or a" loos a IOMnrad by the lecet Fin Of•wkt.
<br />4 As lel I - -I deg be pwints I OSHA eddy yeBew or an
<br />faspirm IV Ito" NONE Fin
<br />FIRE HYDRANT
<br />TFMUST K= DETAILS
<br />n
<br />• 5 Reber a My and
<br />Backfill with materials equal 10 of
<br />K
<br />DIMENSIONS
<br />attar than
<br />the existing pavement
<br />FITTINGS
<br />A
<br />in quality
<br />1��
<br />IIIIIIII I�1
<br />7/26/91
<br />Iwo
<br />Existing Povemens
<br />et ��
<br />-6
<br />NOTES:
<br />11 Fw Ilk Graft am* costo a
<br />A w her«.a.nt standard Ne. C -6
<br />21 Two teen assistant Mew finahod Wade
<br />�J in a" dwelapanat. to esiste" sheets,
<br />may be Is" !baa Y wish We
<br />eaprevel N M Engineer
<br />9 240 MN borrow shat be Clogs sI RC.P
<br />or CNN S A.C.P.
<br />i ,e -4-% 1 l
<br />0"s-050, f Dd. a 24 • spaced 12• e.
<br />nosed and wrapped ane Bide Nre1p1, (//
<br />very expenYm imal. •• Friend B Gross
<br />MONOLITHIC�V�TYPE 6•
<br />CURB 9 GUTTER -J-- �` •�
<br />;' •'.: ' . �,i:.r� i. 4=•I Son
<br />24- pips a r• c
<br />4' On Mlalmum ( sidewalk ) 12• - 2' -OW' Groan Finish: ---24- I.D.
<br />Broom Finish sewing Linn
<br />• '. ♦ ' ♦ • ;, oar •.. . - -I 1 1' Leven Uhe R Missiles,•' « _
<br />rent-
<br />.
<br />., • . ,: �.
<br />--i 6 12
<br />owLWnira (t2•d saw h
<br />Oels 15or dis. ■ 24• specwd Ikr-sr e', t •f
<br />12.0. e., Viewlord wrapped .�.. • • • : • • .
<br />Ona aide through every ;: • • • • i
<br />a•Ooneim joint �
<br />1AONIOLITHIC BEVEL TYPE •B- Concrete
<br />CURB. GUTTER a SIDENNLKL?ION A -A TION B -B
<br />NOTES:
<br />L 'Oesslrret egsnsioa poses to Wd mawala W da leprae• Walked NM pews,
<br />hydewnle W after nes ablNu M aidewek 1 /j
<br />L trwaevrN a»dseed Woe Wine dr be asadaMrG A its indict nesn nlwlrele. 1'.7 F /
<br />�+ -;1,; k4
<br />X11 12 23 91
<br />CURB GUTTER SIDEWALK -_
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />6 -0 -
<br />PLAN •0 -PLAN
<br />(STA
<br />,
<br />ErExal.
<br />Street
<br />Ground Christy C•20 0. [ria 61
<br />Wier B« P.P.M.
<br />A McWl Lid
<br />�` sanom N Dncn
<br />�• 36• Reser wish
<br />Coarctiee
<br />Adapter 2 Aero ckeWe 120 pert
<br />CerpwerMe 24' Min. Cover below beltew
<br />SIM W blah (it er1y)
<br />Service 1" Water Service
<br />Closed U or larger
<br />Dwble Strop)
<br />/-rte••;e fµ•--� NOTES
<br />�1 -------- --------- L Plastic pipe uplolX@LD. service shall be Wena high moMeulw weight (UHMW)
<br />ITM -14 Payt"W" N mawfdetWOd by •DriwaPipe•,-O►agebury' or approved equal
<br />WA minimum prawn ,Wing of Nig pal.
<br />2. Plastic pipe for 2. 1.0. Nrvise ~ be P8 2110 PelybWylw or apprwN
<br />rl I
<br />equal wilh minimum pressure rating of 160 plot.
<br />F- 3 CwlwrelNn step loMR ban oerpwatMn too 1MeaM.
<br />• 4, Angle stop shell ben eslkdl net W welt Malo.
<br />�'-- a {• 1 L Site OfseaViG6 life DOWNill be Nbbe N nly @quNN by Ino COWdy. .
<br />7. MWIW wale-,fle OoftucH n OW abstain be ASTM ONfgmllkn 0 2258.
<br />SECTION A -A WATER SERVICE
<br />1Mvm� typo "easy be Variable .
<br />sad ee eNrle.
<br />2. orale , to f«twnd to Items
<br />with Is si heel Meeled chow r
<br />1 I
<br />Valve Bas, from and Lid
<br />Mler N WwovweNt Slwodrd Me. E-2
<br />20 ebsve proprio line
<br />Woler Main_ Cesrole Andes Bleak
<br />SECTION S-8
<br />;AME & GRATE
<br />STORM DRAIN INLET)
<br />ice We
<br />PIM
<br />.u.• • ... .•1 •.
<br />M'V-0Cad Iron Frondand CorsairRalle es bW*vewunt Standard
<br />AM
<br />Existing Pevemew n 0•. i
<br />or GrOWA % t 6• salt.
<br />Soar 11"M PIa, •a a �,�. 4
<br />-�+ - - - - Pala Cesarean •.
<br />e 4 sled• ( Clea • ,
<br />.•.�''••i e)
<br />Ntlsm Of Trento
<br />TYPICAL LAMPHOLE INSTALLATION
<br />L-.
<br />TYPICAL SANITARY SEWER DETAILS
<br />6-r fNplo
<br />Flaged by Ring -Tile Adaptor '
<br />Con- Tk7E-3"-Tits
<br />(As Required ) Cant Thrust fta - e -
<br />Refer le60 Flanged or Flanged by Refer to wprolamw
<br />StandarGale Yoke. Standard No. E-3.
<br />NOTES' T)fce Na II TN or Equal.
<br />I. Fees Hyrwds Nall be placed with 4 n/2" outlet facing
<br />directly towards Na sNNt.
<br />2 Fire HydrwMs alvdl be deo and free at celncrees.
<br />3. Fos Nydrads to to Long Seoch 616 or James Jorws J-4obo
<br />or apyroved equal (2.2V2• % 1-4Vt•autkt).
<br />4 or a" loos a IOMnrad by the lecet Fin Of•wkt.
<br />4 As lel I - -I deg be pwints I OSHA eddy yeBew or an
<br />faspirm IV Ito" NONE Fin
<br />FIRE HYDRANT
<br />TFMUST K= DETAILS
<br />n
<br />• 5 Reber a My and
<br />NOTES:
<br />L Relative compaction of materials shall be tested by the State of California,
<br />Dep. of Transportation Testing Marmot, Iasi method No California 216 or 231.
<br />2. AN existing pavement shall be neatly wt to line prior to trench excavation.
<br />3 Jstwq or pending will be permitted slRlln the street Right of Way with 3 year bond.
<br />4 e When shovm by soil carrlpaiti0r and compactibility, ninety percent (90•%)
<br />compaction may be used, when approved W the Drectw of Public Warks.
<br />TYPICAL TRENCH DETAIL
<br />coal ren Ld
<br />elite-ree�, machned
<br />FOR ALL STREET feO1ing "" ell
<br />lirelok-olt imm LOCATIONS
<br />an 14 e"
<br />2• Aspholl Canereto\ ,-
<br />t u• ...I --•FwNed Grade
<br />40' thee.
<br />•
<br />'.* Lr trkk-.I
<br />I' TYPICAL SECTION TIGIU
<br />TEE OUTLET DEAD Et�Q TEST BLOCK
<br />Backfill with materials equal 10 of
<br />K
<br />DIMENSIONS
<br />attar than
<br />the existing pavement
<br />FITTINGS
<br />A
<br />in quality
<br />and thickness.
<br />NA70
<br />7/26/91
<br />sex LINE and 440n•site LINE
<br />Existing Povemens
<br />221 •
<br />-6
<br />- so
<br />0
<br />3'-O•
<br />61- Compact In le moa lovas
<br />45•
<br />n•Mn.
<br />- do
<br />le o min. relative mnpaction
<br />4-0-
<br />(Typ)
<br />i of 95xeutdw pavement and
<br />— —
<br />— shoulders, and 90%
<br />— — -
<br />- 0-
<br />- —
<br />— — outside shoulders.
<br />— — —
<br />-
<br />==
<br />-
<br />-
<br />DEADWL
<br />4 - do
<br />Compact in ternax.layrs
<br />Ir LINE
<br />to o minimum
<br />a
<br />— relative compaction
<br />O
<br />O
<br />221
<br />/O
<br />of ss %.
<br />450
<br />3'- 00
<br />Conalow in 60 layers
<br />-
<br />4-0
<br />lorF 0. D.
<br />10• le e minimum
<br />0. D. 100
<br />200
<br />r61011ive compaction
<br />Min Mn.
<br />3- e
<br />0. 0. 'r 20-
<br />Mn of 90 Y'
<br />0. O. C 20- Mn.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />L Relative compaction of materials shall be tested by the State of California,
<br />Dep. of Transportation Testing Marmot, Iasi method No California 216 or 231.
<br />2. AN existing pavement shall be neatly wt to line prior to trench excavation.
<br />3 Jstwq or pending will be permitted slRlln the street Right of Way with 3 year bond.
<br />4 e When shovm by soil carrlpaiti0r and compactibility, ninety percent (90•%)
<br />compaction may be used, when approved W the Drectw of Public Warks.
<br />TYPICAL TRENCH DETAIL
<br />coal ren Ld
<br />elite-ree�, machned
<br />FOR ALL STREET feO1ing "" ell
<br />lirelok-olt imm LOCATIONS
<br />an 14 e"
<br />2• Aspholl Canereto\ ,-
<br />t u• ...I --•FwNed Grade
<br />40' thee.
<br />•
<br />'.* Lr trkk-.I
<br />I' TYPICAL SECTION TIGIU
<br />TEE OUTLET DEAD Et�Q TEST BLOCK
<br />IM, k All thrust blocks shall be pawed
<br />egsnat undsf rbed sal and shoN
<br />be Cava 'B- Conroe
<br />2. Thrust black dwdm.dN wore
<br />celdeleled to allow a sal
<br />bong value of 4000 peeves
<br />par some fast
<br />3. Install thrust block andangle
<br />point -q II water lines,
<br />Y -
<br />LOCATIONS
<br />CNcrele sae to be
<br />erwund Volvo Son.
<br />Concrete Bass no
<br />nNsnsory Men Vstve
<br />sex is Vacated in hock
<br />N edewalk.
<br />NOTES:
<br />I- Vow Cas end Lid MON be Christy Ile GS. Breaks NeIRT or 4 -TT, or aqua.
<br />2. AN Lint all Weal Brills shat be* abscessed eeNrng surfac".
<br />3. Eakrabo ss ball be a m PAOSC lrad w OR Vous BN suppked Or Pipe of Correct
<br />ase can be wood.
<br />VALVE BOX
<br />+ 24". jWi- 36� �nsw
<br />•
<br />era
<br />MAIN WOE
<br />WAS
<br />{-R stpl
<br />TYPICAL STREET SIGN
<br />-a
<br />APPROVED BY: K. KJELDSEN
<br />W.S.D. ENC,INEER
<br />DATE: 7' Z %�
<br />PERMANENT BLOWOFF
<br />THRUST BLOCK DETAILS
<br />MAI N 10 SE
<br />s
<br />7
<br />2
<br />a
<br />i- Street
<br />Sian Location
<br />1
<br />NOTES:
<br />I One airm son is required
<br />at each raersection.
<br />2 Black nlrakers are Is be acquired
<br />frim tat sal Joaquin Canty Depaid-
<br />lewd of Planning and Building blapectan.
<br />3 Sea imprownwq plans for lacatan
<br />of STOP sign., when required.
<br />4 The length W the deet sign varus
<br />due to the Wglh of the street
<br />fimft.
<br />Edge of Pavement,
<br />Bork of Sidewalk
<br />l'f or sock of Curb.
<br />1 `
<br />z.-L�
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />N rn
<br />V,1 j
<br />g In
<br />NO
<br />THRUST
<br />K
<br />DIMENSIONS
<br />DESIGN DRA BY
<br />�
<br />APPROVED
<br />19
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />FITTINGS
<br />A
<br />0
<br />FITTINaa
<br />NA70
<br />7/26/91
<br />sex LINE and 440n•site LINE
<br />IW LINE
<br />221 •
<br />-6
<br />- so
<br />22 We
<br />3'-O•
<br />-o•
<br />45•
<br />-
<br />- do
<br />♦ •
<br />4-0-
<br />3- On
<br />TEE OUTLET
<br />- 0-
<br />TEE oUTL T
<br />-
<br />-
<br />DEAD END
<br />-
<br />-
<br />DEADWL
<br />4 - do
<br />4'70'r
<br />0
<br />Ir LINE
<br />Ir LINE
<br />221/ •
<br />2'-O•
<br />Y -o•
<br />221
<br />3'-O•
<br />3'-00
<br />450
<br />3'- 00
<br />436
<br />4-6
<br />4-0
<br />0
<br />200
<br />TEE OUTLET
<br />3- e
<br />-
<br />TEE OUTLET
<br />5,-6
<br />-0
<br />DEAD END
<br />3 -6
<br />3 -0
<br />DEAD END
<br />5 -6
<br />4 -0
<br />IM, k All thrust blocks shall be pawed
<br />egsnat undsf rbed sal and shoN
<br />be Cava 'B- Conroe
<br />2. Thrust black dwdm.dN wore
<br />celdeleled to allow a sal
<br />bong value of 4000 peeves
<br />par some fast
<br />3. Install thrust block andangle
<br />point -q II water lines,
<br />Y -
<br />LOCATIONS
<br />CNcrele sae to be
<br />erwund Volvo Son.
<br />Concrete Bass no
<br />nNsnsory Men Vstve
<br />sex is Vacated in hock
<br />N edewalk.
<br />NOTES:
<br />I- Vow Cas end Lid MON be Christy Ile GS. Breaks NeIRT or 4 -TT, or aqua.
<br />2. AN Lint all Weal Brills shat be* abscessed eeNrng surfac".
<br />3. Eakrabo ss ball be a m PAOSC lrad w OR Vous BN suppked Or Pipe of Correct
<br />ase can be wood.
<br />VALVE BOX
<br />+ 24". jWi- 36� �nsw
<br />•
<br />era
<br />MAIN WOE
<br />WAS
<br />{-R stpl
<br />TYPICAL STREET SIGN
<br />-a
<br />APPROVED BY: K. KJELDSEN
<br />W.S.D. ENC,INEER
<br />DATE: 7' Z %�
<br />PERMANENT BLOWOFF
<br />THRUST BLOCK DETAILS
<br />MAI N 10 SE
<br />s
<br />7
<br />2
<br />a
<br />i- Street
<br />Sian Location
<br />1
<br />NOTES:
<br />I One airm son is required
<br />at each raersection.
<br />2 Black nlrakers are Is be acquired
<br />frim tat sal Joaquin Canty Depaid-
<br />lewd of Planning and Building blapectan.
<br />3 Sea imprownwq plans for lacatan
<br />of STOP sign., when required.
<br />4 The length W the deet sign varus
<br />due to the Wglh of the street
<br />fimft.
<br />Edge of Pavement,
<br />Bork of Sidewalk
<br />l'f or sock of Curb.
<br />1 `
<br />z.-L�
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />N rn
<br />V,1 j
<br />g In
<br />NO
<br />GATE
<br />REVISIONS
<br />BY
<br />DESIGN DRA BY
<br />�
<br />APPROVED
<br />19
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST.. LODI, CALIF. 95240 PH. 209-368-661111
<br />DETAIL SHEET
<br />11 It
<br />WINDWOOD SUBDIVISION
<br />UNIT N0, I
<br />SHEET I'2 OF �5
<br />Zh
<br />7/26/91
<br />See Sheets �,5,�rlo
<br />Ti=
<br />JOB No. 8899
<br />SUBMIED BY
<br />RCE 1963$ DATE 7 -Z ---k t Is
<br />Miliffiliffilil
<br />FILE
<br />NO.
<br />.
<br />. !. L ..
<br />..:. 11....,.
<br />
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