|
■.
<br />- 6"■ b"- W 14 x W 1 4 welded wits fabric
<br />12' Minimum
<br />ExPOrnslon JOinl I rat
<br />I
<br />Warp
<br />r Sidewalk]
<br />'i
<br />.. •I Gutter
<br />FOR - ADDITIONAL DETAI
<br />SEE SP
<br />rI lrwKwl•oif � homy 7rwnAwf ',
<br />VIEW A -A t Lipp_- I 4 S6; Note vel
<br />with 45' `
<br />vel with �'�..• ter, '..'•i+`'-"1, a�•. •�x 1'.•".::,. ;u
<br />4 chanter
<br />VIEW B -B
<br />.Exponsion Joint
<br />I Appra. 4 • or
<br />Warp Sidewalk Sidewalk I I Expansion Joint Typical 4 - -
<br />17
<br />MIN. xP+ •::..; : .. ,.;. . •: •' .:
<br />\ 1 •:1' �. •.' !' �:.r.:': i �. .' .., •.j.�.;.�.: is �:
<br />I \ til �•I' j�A
<br />Curb and
<br />I ♦ IIS
<br />\\ Gana Line \\\\ 0 GROOVING DETAIL '•
<br />\ Groovedn o herrngpors -.
<br />�- Gutter z / \ pattern with J' groovse optprox.
<br />\ � I}•aC. ; loaves eheted M '1�-`-''•�T{'-
<br />/ +`�• aligned paraliel to anatomical
<br />5'-6" 2'-0'
<br />Sago /' per 1
<br />elx
<br />"OkIt
<br />{r}- Crosswalk
<br />NOTES: I I
<br />D 1. 6' Ramp for 41" rfurb twight and 2%sidewalk slope. For 6" curb Might either use 6' romp or transition
<br />T euro height to 4f from apon*Ion plot is Imposing of ramp
<br />2. Catch Msism and other °bslrmstsn are not to be laeowd within the wheelchair Path area.
<br />3. See Steward B-4, B- 5, or 8- 6 far Curb, Gatlar 6 Sidewalk Details; and State Star dwd Plan He -B fw
<br />other d/toila.
<br />Illy HANDICAP RAMP
<br />1
<br />W - Wafer lino
<br />NOTE All rode = a rai.0 N S - Sanitary Sewer line
<br />otherwise noted G - Gas line
<br />Depressed left« "W", "S; In
<br />curb 10 identify swvice locamoris --
<br />I' -0e 2,-0'
<br />- Vertical Curb a1 Return
<br />om BroFinish •
<br />10# R I Level Line
<br />Doweu 'Ser Dia. x 24" spaced 12' o. c. J
<br />greased and wrapped one side through
<br />" 6.x11
<br />y "Porsicti i(gnr.
<br />r.. ( . Expansion Joint (Typ. )
<br />NOTES:
<br />I) Frome 6 Grow shall conform
<br />to Inprovemont Standard No. C -6
<br />2) Two feet minimum below finished grade
<br />IN raw development. In existing streeN,
<br />may be less Mon 9 with the
<br />aoprovol of Me Engineer
<br />3) 24' pope barrel shed be Class )B RC.P
<br />or Ca" la A.G.P.
<br />- rrerrw a aerate
<br />2'-1Y•
<br />MONOLITHIC BEVEL TYPE 6'
<br />CURB 8 GUTTER
<br />owl
<br />7'-0' Ma.• n
<br />•' • 24 pope L ,' c ,-
<br />4'-0 Mlnimuirm (SW"Wk) 12' ' - " N
<br />I 2 0 Broom fiMsh ,• - 24" LD
<br />broom firketm s•er�p w I v ( - AI ReNrne • •. v 2
<br />• ver 1' r / I" Mortar- N =
<br />1 , Level Line
<br />r10
<br />w
<br />-I
<br />Lof
<br />o f J s f
<br />' • • o' . ♦. ,' -rtv iro (10'd erg
<br />6" 12" I ; lip SAveot ,
<br />} ' ,r
<br />loowts-ser i spacedle. 24' spaced
<br />•.•.• • " .; • , ,
<br />o c pressed and wrpppmd ..6
<br />D ons side through every h
<br />eNansian jolt
<br />MONOLITHIC MVEL TYPE oFESeio (Cass "Be Concrete
<br />CURB. GUTTER a SIDEWALK `��o ��,Ry P14 jjq icy
<br />SECTION A -A SECTION 6-
<br />W
<br />TES:
<br />A
<br />I. Canetruct gapeasica I,inq fB BDO mostmttm lin fin w11pg1. tlropo! t9ltt MIM. � No.19638
<br />hw*w • WO some 11il" off 1111pw1w• 4 Exo.9-30-93 K!
<br />2 T►s"?slpM 1MMN1M 0*M 0M00 rM1 Ito AMM A (t' wadnwm otlervw. A C VIV
<br />CURB GUTTER FA SIDEWALK l s. i. C. e.)
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />ENRON
<br />v NO DATE REVISIONS BT APPROVED
<br />DESIGN DRAWN BY Y
<br />sue r
<br />TED
<br />AFY- 14z/
<br />RCE DATE �2"S-`� SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />MEN
<br />MY,. I: f. P PP. !
<br />�- i2
<br />zone -
<br />I1e If
<br />Bf
<br />PLAN
<br />FICATIONS
<br />E.P Streer R/W
<br />II
<br />East. Graved Future 3
<br />Meter Box Now I�
<br />��`6oltom f Ditch • �:..:-
<br />` p �O_nm"
<br />top
<br />-f -
<br />Bock"I" with materlats equal 10 or
<br />better than the existing pavement.-_�
<br />in quality and thickness.
<br />Existing Povement--�,
<br />m
<br />6"I-- Compact In 120 max. layers -
<br />6"Min. to a min. relative compaction
<br />o (Typ.) -' of 95%sunder pavement and
<br />c 1 - --�
<br />--- - -
<br />DIMENSIONS
<br />COMeetron
<br />•,0„
<br />stripes.
<br />FITTINGS
<br />A
<br />--- _=
<br />a
<br />`
<br />FITTINGS
<br />:�_�Z-�;�" 360 Reber with
<br />o - Compact in 2emax. layers
<br />PLAN
<br />Connection
<br />-f--.R- -- Adopt« 2 how clamps I2" apart
<br />- to o minimum
<br />Q. relative compaction O•
<br />C«paetion 24" Min. Cover below bottom
<br />Grooves o 1'
<br />pprox. 4 O.C.
<br />- to
<br />- stop of aucn w amyl
<br />o _ _
<br />1 --` Compost in 6" layers
<br />2'- 0"
<br />Service
<br />\\ /W
<br />or
<br />2-
<br />Clomp l I" or lager
<br />12' 1 \
<br />3'-O"
<br />Double Strop)
<br />---1P=°wttLjnt-
<br />rC
<br />of wow ek -
<br />Curb L M I
<br />10'
<br />r�J
<br />�;
<br />NOTES:
<br />-
<br />---- --------" -
<br />I. Plastic pipe up tol;�"I.D. "twice shall be ultra high molecular weight (UHMW)
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />,L2P -
<br />Polyethylene as manufactured by "Drlscopips", "OrmngsburQ or approved equal
<br />-
<br />• •
<br />with minimum pressure rating o1 160 psi.
<br />4' - 0
<br />L • .•�
<br />2. Plastic pipe for 2 I.D. service shape be PB 2110 PotybutyleM or approved
<br />Expansion Joint Typical
<br />'
<br />s A
<br />ELEVATION
<br />Gutter UM
<br />�\�
<br />1 z '�
<br />3. Corporation stop shop) how corporation cock threads.
<br />2'-O'
<br />• �•
<br />4. Angle stop shall have swivel out and lack wings.
<br />NOTES.
<br />�- -- ze FF } ' I
<br />,
<br />face of Curb
<br />5'-6" 2'-0'
<br />Sago /' per 1
<br />elx
<br />"OkIt
<br />{r}- Crosswalk
<br />NOTES: I I
<br />D 1. 6' Ramp for 41" rfurb twight and 2%sidewalk slope. For 6" curb Might either use 6' romp or transition
<br />T euro height to 4f from apon*Ion plot is Imposing of ramp
<br />2. Catch Msism and other °bslrmstsn are not to be laeowd within the wheelchair Path area.
<br />3. See Steward B-4, B- 5, or 8- 6 far Curb, Gatlar 6 Sidewalk Details; and State Star dwd Plan He -B fw
<br />other d/toila.
<br />Illy HANDICAP RAMP
<br />1
<br />W - Wafer lino
<br />NOTE All rode = a rai.0 N S - Sanitary Sewer line
<br />otherwise noted G - Gas line
<br />Depressed left« "W", "S; In
<br />curb 10 identify swvice locamoris --
<br />I' -0e 2,-0'
<br />- Vertical Curb a1 Return
<br />om BroFinish •
<br />10# R I Level Line
<br />Doweu 'Ser Dia. x 24" spaced 12' o. c. J
<br />greased and wrapped one side through
<br />" 6.x11
<br />y "Porsicti i(gnr.
<br />r.. ( . Expansion Joint (Typ. )
<br />NOTES:
<br />I) Frome 6 Grow shall conform
<br />to Inprovemont Standard No. C -6
<br />2) Two feet minimum below finished grade
<br />IN raw development. In existing streeN,
<br />may be less Mon 9 with the
<br />aoprovol of Me Engineer
<br />3) 24' pope barrel shed be Class )B RC.P
<br />or Ca" la A.G.P.
<br />- rrerrw a aerate
<br />2'-1Y•
<br />MONOLITHIC BEVEL TYPE 6'
<br />CURB 8 GUTTER
<br />owl
<br />7'-0' Ma.• n
<br />•' • 24 pope L ,' c ,-
<br />4'-0 Mlnimuirm (SW"Wk) 12' ' - " N
<br />I 2 0 Broom fiMsh ,• - 24" LD
<br />broom firketm s•er�p w I v ( - AI ReNrne • •. v 2
<br />• ver 1' r / I" Mortar- N =
<br />1 , Level Line
<br />r10
<br />w
<br />-I
<br />Lof
<br />o f J s f
<br />' • • o' . ♦. ,' -rtv iro (10'd erg
<br />6" 12" I ; lip SAveot ,
<br />} ' ,r
<br />loowts-ser i spacedle. 24' spaced
<br />•.•.• • " .; • , ,
<br />o c pressed and wrpppmd ..6
<br />D ons side through every h
<br />eNansian jolt
<br />MONOLITHIC MVEL TYPE oFESeio (Cass "Be Concrete
<br />CURB. GUTTER a SIDEWALK `��o ��,Ry P14 jjq icy
<br />SECTION A -A SECTION 6-
<br />W
<br />TES:
<br />A
<br />I. Canetruct gapeasica I,inq fB BDO mostmttm lin fin w11pg1. tlropo! t9ltt MIM. � No.19638
<br />hw*w • WO some 11il" off 1111pw1w• 4 Exo.9-30-93 K!
<br />2 T►s"?slpM 1MMN1M 0*M 0M00 rM1 Ito AMM A (t' wadnwm otlervw. A C VIV
<br />CURB GUTTER FA SIDEWALK l s. i. C. e.)
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />ENRON
<br />v NO DATE REVISIONS BT APPROVED
<br />DESIGN DRAWN BY Y
<br />sue r
<br />TED
<br />AFY- 14z/
<br />RCE DATE �2"S-`� SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />MEN
<br />MY,. I: f. P PP. !
<br />�- i2
<br />zone -
<br />I1e If
<br />Bf
<br />PLAN
<br />FICATIONS
<br />E.P Streer R/W
<br />II
<br />East. Graved Future 3
<br />Meter Box Now I�
<br />��`6oltom f Ditch • �:..:-
<br />` p �O_nm"
<br />top
<br />-f -
<br />Bock"I" with materlats equal 10 or
<br />better than the existing pavement.-_�
<br />in quality and thickness.
<br />Existing Povement--�,
<br />m
<br />6"I-- Compact In 120 max. layers -
<br />6"Min. to a min. relative compaction
<br />o (Typ.) -' of 95%sunder pavement and
<br />SECTION B -B . + Or other sue as required by the local Fire District.
<br />FRAME a GRATE 4 All Hyaans shop M pointed OSHA safety yellow or as
<br />(STANDARD STORM DRAIN INLET) "acted by `0001 F 1 District.
<br />E HYDRANT
<br />NOTES:
<br />I. Volvo box and Lid shall be Christy Na G 5, Brooks No 1 R T or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall hove machined seating surfaces.
<br />THRUST BLOCK DETAILS 3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct
<br />r-� size can be used.
<br />Existing Paan 1
<br />Or Ground -
<br />6" or Be I.D Pipe
<br />:k1. a ..,..•i 0 .
<br />-?-Cost Iron Frain and Cows
<br />Refer to Improvement Standard
<br />No. 0-4
<br />• . p a Pared -I-/ • `
<br />.:.�� ... s- - -• - to
<br />Ploom CosmuoN ,
<br />• • ' Boake (Cora
<br />.• - - - see Cormereto)
<br />. %a
<br />BoNem Of Tloeotm
<br />TYPICAL LAMEHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />2 W. ST., LODI, CALIF. 95240 PH. 209-360- 6
<br />CAST IRON BEND
<br />e 5 Robot a top and
<br />45• Mas.
<br />I' TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLACK
<br />c 1 - --�
<br />--- - -
<br />DIMENSIONS
<br />COMeetron
<br />•,0„
<br />OYlelde shoulders.
<br />FITTINGS
<br />A
<br />--- _=
<br />a
<br />`
<br />FITTINGS
<br />:�_�Z-�;�" 360 Reber with
<br />o - Compact in 2emax. layers
<br />6" LINE is d 4"On-site LINE
<br />Connection
<br />-f--.R- -- Adopt« 2 how clamps I2" apart
<br />- to o minimum
<br />Q. relative compaction O•
<br />C«paetion 24" Min. Cover below bottom
<br />O % of 85 9•. �.
<br />- to
<br />- stop of aucn w amyl
<br />o _ _
<br />1 --` Compost in 6" layers
<br />2'- 0"
<br />Service
<br />to a minimum 10" 0. D. 10"
<br />LIO" 0. 0. 10"
<br />2-
<br />Clomp l I" or lager
<br />relative compaction
<br />Mn. Min Mirt Min.
<br />3'-O"
<br />Double Strop)
<br />0, D.* 20" Mut. of 90%. 0. D.+ 20" Mn.
<br />I.
<br />9 •
<br />S'-6
<br />M«taw m•N• I
<br />NOTES:
<br />-
<br />---- --------" -
<br />I. Plastic pipe up tol;�"I.D. "twice shall be ultra high molecular weight (UHMW)
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />,L2P -
<br />Polyethylene as manufactured by "Drlscopips", "OrmngsburQ or approved equal
<br />-
<br />• •
<br />with minimum pressure rating o1 160 psi.
<br />4' - 0
<br />L • .•�
<br />2. Plastic pipe for 2 I.D. service shape be PB 2110 PotybutyleM or approved
<br />'
<br />s A
<br />equal with minimum pressure ratio of 160 psi.
<br />1 z '�
<br />3. Corporation stop shop) how corporation cock threads.
<br />2'-O'
<br />• �•
<br />4. Angle stop shall have swivel out and lack wings.
<br />NOTES.
<br />�- -- ze FF } ' I
<br />5. Angle stop shall be vertically plumbed-
<br />I. Relative compaction of materials shall be tested by the Stole of California,
<br />6. Sue of Service line shall be as required by the County.
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />4-0
<br />7. Mueller Iota -tile connection sholl conform to ASTM Designation D 2239.
<br />2. All existing pavement shall be nearly cut to lice prior to trench excavation.
<br />SECTION A -A
<br />WATER SERVICE
<br />3. Jailing or pending will he permitted within the stmt Right of Way with 3 year bond.
<br />4. • When shown by soil composition and compactibility, ninety percent (90x)
<br />TEE OUTLET
<br />compaction may be used, when approved by the Director of Public Works.
<br />NOTES I Irvintype grate may be
<br />VariableI'
<br />6r- Be4
<br />Yrag°' ai"ro°"
<br />DEAD END
<br />TYPICAL TRENCH DETAIL
<br />2. Grate shale Se fastened to trams
<br />3
<br />5- 6
<br />with IBesi M°t-freated chain
<br />Cost Iron Lid
<br />ottle-proof, machined
<br />Varve eon• Frame and Lid
<br />FOR ALL STREET sealing sur1oce
<br />Refer to Improvement Standard No. E-2
<br />"-
<br />Brook -Off
<br />Joint LOCATIONS -
<br />Ie
<br />c'•
<br />2' above Aline
<br />6' N 6"
<br />"
<br />14 ,�-
<br />2" Asphalt Concrete I•
<br />\ 1�FmisMd Grads
<br />111,
<br />Water MoireConcrete Anchor B
<br />t-
<br />19
<br />6"d PI aeme
<br />D
<br />Flanged Dy R rp-Tire AdaptorCont.
<br />Thrust Block- (As Required) Conc. Th
<br />t I FOR OFF STREET
<br />_
<br />•^•
<br />Refer to Improvement 6" Flanged or Flanged by Refer to Improvement
<br />i ^'
<br />1 •Standard
<br />Standard No. E-3 Ring -Tits Got* Volvo. No. E-3.
<br />LOCATIONS
<br />•.o. •'
<br />Tifco No. 11 Tae or Equal.
<br />NOTES
<br />Concrete Bose 10 be
<br />s 41-1 •
<br />1. Fire Hydrants shell be placed with 4" d
<br />outlet facing
<br />Extensions around Vows Box.
<br />ee'lsoJ
<br />dirtnly towards the street.
<br />Concrete Bose net
<br />necessary whan Volvo
<br />_�
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />Bos is located in bock
<br />3 Fre Hydrants to be Amenean Darling Model 8-628, Dresser M 8 H Style 929
<br />of sidewalk.
<br />"Reliant", Mueller "Centurion" or "Modern Centurion , or approved equal (2-ZYq"
<br />6 1-4" outlets)
<br />SECTION B -B . + Or other sue as required by the local Fire District.
<br />FRAME a GRATE 4 All Hyaans shop M pointed OSHA safety yellow or as
<br />(STANDARD STORM DRAIN INLET) "acted by `0001 F 1 District.
<br />E HYDRANT
<br />NOTES:
<br />I. Volvo box and Lid shall be Christy Na G 5, Brooks No 1 R T or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall hove machined seating surfaces.
<br />THRUST BLOCK DETAILS 3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct
<br />r-� size can be used.
<br />Existing Paan 1
<br />Or Ground -
<br />6" or Be I.D Pipe
<br />:k1. a ..,..•i 0 .
<br />-?-Cost Iron Frain and Cows
<br />Refer to Improvement Standard
<br />No. 0-4
<br />• . p a Pared -I-/ • `
<br />.:.�� ... s- - -• - to
<br />Ploom CosmuoN ,
<br />• • ' Boake (Cora
<br />.• - - - see Cormereto)
<br />. %a
<br />BoNem Of Tloeotm
<br />TYPICAL LAMEHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />2 W. ST., LODI, CALIF. 95240 PH. 209-360- 6
<br />CAST IRON BEND
<br />e 5 Robot a top and
<br />45• Mas.
<br />I' TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLACK
<br />MUL, I All thrust blocks shall be pawed
<br />against undisturbed sod and shell
<br />be Ca" "Be Concrete
<br />2 Thrust block dimensions were
<br />calculated to (glow a soil
<br />beorvmg valve of I,OUO pounds
<br />par square foot
<br />PERMANENT BLOMtOFF
<br />THRUST BLOCK DETAILS
<br />VALVE BOX
<br />24yO�a.. 36" nim
<br />:r.
<br />-MAIN loo E � t ,
<br />,pt (lip)
<br />TYPICAL STREET SIGN
<br />NOTES.
<br />I One street sign is required
<br />at each Intersection.
<br />2 Block numbers are to be acquired
<br />tram the Sen Joaquln County Doped-
<br />rneM of Pinning and Building In ipec.•ttom.
<br />3. See Improvement pans for location
<br />MAIN/� (ts' ST of STOP Signs. short regioned.
<br />lylls�'V 100E 4The length of the siwet sign vara
<br />din to the Ienglh of the street
<br />ram.
<br />Edge of Pavement.
<br />„ Bock of Sidewalk
<br />or Bock of Curb.
<br />o
<br />o
<br />YI
<br />i- Strut
<br />Sign Location
<br />I
<br />.o
<br />2" ID pip*-' a STREET SIGN POST
<br />LOCATION DETAIL
<br />Y
<br />Olt 4
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET 4 OF
<br />DETAIL SHEET Joe NO 8936
<br />FUTURE LPrKEfPjD RANCH DAW FSE (,-901
<br />5080/YIS/ON /MPROYEMfNTS
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />B
<br />6" LINE is d 4"On-site LINE
<br />10" LINE
<br />221/2*
<br />I' -68
<br />- to
<br />22 1 e
<br />V- 0"
<br />2'- 0"
<br />450
<br />2-
<br />43•
<br />4'-0'
<br />3'-O"
<br />900
<br />3V__7_-6
<br />9 •
<br />S'-6
<br />4-O
<br />TEE OUTLET
<br />V - 0
<br />---2r--0--1r,
<br />TEE OUTLET
<br />K - Cr
<br />DEAD END
<br />-
<br />-
<br />DEAD END
<br />4' - 0
<br />-4'- Or-
<br />S LINE
<br />1 LINE
<br />22 1/ '
<br />2'-O'
<br />2'-0• 1
<br />22 Vile
<br />3'-0"
<br />3'-0"
<br />450
<br />31-0043•
<br />4'-6
<br />4-0
<br />900
<br />TEE OUTLET
<br />3-6
<br />3 -
<br />TEE OUTLET
<br />6r- Be4
<br />- 0
<br />DEAD END
<br />3 -6
<br />3- O I
<br />DEAD END
<br />5- 6
<br />4'-0'
<br />MUL, I All thrust blocks shall be pawed
<br />against undisturbed sod and shell
<br />be Ca" "Be Concrete
<br />2 Thrust block dimensions were
<br />calculated to (glow a soil
<br />beorvmg valve of I,OUO pounds
<br />par square foot
<br />PERMANENT BLOMtOFF
<br />THRUST BLOCK DETAILS
<br />VALVE BOX
<br />24yO�a.. 36" nim
<br />:r.
<br />-MAIN loo E � t ,
<br />,pt (lip)
<br />TYPICAL STREET SIGN
<br />NOTES.
<br />I One street sign is required
<br />at each Intersection.
<br />2 Block numbers are to be acquired
<br />tram the Sen Joaquln County Doped-
<br />rneM of Pinning and Building In ipec.•ttom.
<br />3. See Improvement pans for location
<br />MAIN/� (ts' ST of STOP Signs. short regioned.
<br />lylls�'V 100E 4The length of the siwet sign vara
<br />din to the Ienglh of the street
<br />ram.
<br />Edge of Pavement.
<br />„ Bock of Sidewalk
<br />or Bock of Curb.
<br />o
<br />o
<br />YI
<br />i- Strut
<br />Sign Location
<br />I
<br />.o
<br />2" ID pip*-' a STREET SIGN POST
<br />LOCATION DETAIL
<br />Y
<br />Olt 4
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET 4 OF
<br />DETAIL SHEET Joe NO 8936
<br />FUTURE LPrKEfPjD RANCH DAW FSE (,-901
<br />5080/YIS/ON /MPROYEMfNTS
<br />
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