|
- 6"x 6"- W14 x W-14 welded wire fabric
<br />12' Minimum
<br />Expansion Joint ` IF I r►A
<br />I
<br />Warp �J
<br />Sidewalk
<br />, , If
<br />"2 Gutter -e -
<br />II _
<br />h'31-0" 2' A 2'-
<br />PLAN
<br />iixponsion Joint
<br />Worp Z- Sidewalk -
<br />\ Curb and
<br />Gutter Lina -
<br />`7- Gutter - e -
<br />� t
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS EPS
<br />- �nt. Groird
<br />i
<br />I• I 3' 4 3' I'
<br />harlwtlm Rap Treneeim
<br />VIEW A -A {Y Lip a Sw dole +I-4
<br />with 45'
<br />bevel with J•e :u:+
<br />{Y
<br />charrylor
<br />•• I VIEW B -B
<br />I •
<br />t Apps. = or
<br />I i • Y -_
<br />5' I Expomm Jobe Typical i
<br />MIN
<br />1 \ GROOVING DETAI e
<br />\ 0
<br />Grooved in o herriigbar •_1
<br />\\ pattern edit #" grooves opproa ^_
<br />I J" t]C. ; prows Nadel be
<br />o
<br />r kgrpraYN to orsswalk
<br />\ Nrlpeses. �" 1
<br />� 11
<br />'a' ♦• Groove approx. 4"O.C.
<br />♦ R/W
<br />♦ \\
<br />or
<br />12'
<br />i
<br />rL Back Of Walk- I'- Curb Line`s
<br />10' \• fSt. si9r
<br />w
<br />-- - Gutter Line 2 Espansgn Jost Typical
<br />ELEVATION
<br />1 f� at Curb
<br />�a„ R Variable � S'- 6" 2'-'®"
<br />j I Slope i" pal 1'_---}jI„
<br />NOTES: 1
<br />b
<br />I. 6' damp to 41"s h d 2%sidwm k dope. Fw 6" otrb height either use 6' rang or im mitios
<br />ourb heidM N 4F hii anen OWM$toa OW N Modems of ralllp.
<br />2. Cash basal and othw abdnjoilbm as red b M We" wields the whseldw path area.
<br />SECTION A- A 3: Sao 31- 1 �d 9-1, s-2, w e-3 ar cwb, owe.► & Sidawar Nmib; w soot. Bt.le d woe NB -B far
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />l
<br />NOTE All rade = 4I unless -r -W- Water line
<br />N S - Sanitary Sewer line
<br />otherwise noted G - Gas line
<br />Depressed lefrr "W" "S'; or "G" in
<br />curb to identify service locations ----
<br />1 - Vertical Curb of Returns
<br />x 10J"R Broom Finish
<br />1" �Lwel Line
<br />y'R v n I
<br />y"
<br />fill
<br />. I
<br />o e . �
<br />',•r --T' to 3
<br />L _ ,All
<br />- Expansion Joint (Typ. )
<br />NOTES:
<br />1) Frame B Grate shall conform
<br />A to Improvement Standard No. C-6
<br />2) Two feet minimum below finished grade
<br />NNJ in new development. In existing sheets,
<br />may be less than V with the
<br />ooproval of the Engineer
<br />N 24" pipe barrel shall be Class ll[ R C.P
<br />1 1 ( or Class 19 A C. P.
<br />LB iA—
<br />J '
<br />Dowels -0504, 1"Dia x 24" spaced 12"o. c ` I�
<br />greased and wrapped One side through �\
<br />every expansion jointFrame B Grote. 6"
<br />MONOLITHIC BEVEL TYPE
<br />CURB 8 GUTTER
<br />7'-0" Min.
<br />4'-0" Minimum ( Sidewalk) 12"---.{f� - 2' -0". Broom Finish
<br />Broom Finish Sews Lw• i s �'` I — At Realms
<br />SIOpe �„`Der �'� ! I . I”
<br />Lwsl Line
<br />y + . -
<br />J O` C
<br />. r 10}R 1 M a
<br />o i 1 0
<br />6° 12" ---�_L
<br />O Dowels 05 or fills. x 24" spaced
<br />Z 12 " o t , Wedsed and wrapped
<br />One side through every
<br />1 ^ expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />t CURB, GUTTER d SIDEWALK SECTION A -A SECTION -B-B vV
<br />NOTES:
<br />>' 1. ' Construct etpomian pints a 200' laatirrwet and N ttslurm, waved fight polos,
<br />hydrants and other fixed *elft M sidswalh
<br />2. TfWWWSe weakened plswe *Me shad w seReknletM A i2' staskddn wlervale.
<br />CURB GUTTER & SIDEWALK
<br />SUBDIVISION STREETS _STANDARD STORM DRAIN INLET
<br />s S NO DATE REVISIONS BY
<br />Z DESIGN DRAWN BY APPROVED
<br />19
<br />.7 SUBMITTED BY
<br />RCE DATE - SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />B Nis,
<br />PLAN
<br />Street R/W
<br />BLOC
<br />3
<br />Future
<br />=010,
<br />Cast Iron Frame and Cover
<br />A •
<br />MMer
<br />•A
<br />No. D-4
<br />3
<br />PLAN
<br />10" LINE
<br />Existing PavementLi 2'-0
<br />Or Ground far x 6" Bats
<br />IIIIIIIImil
<br />6" or 8" I.D Plps .iyr a �
<br />-
<br />■ �%
<br />(if my) i
<br />- Expansion Joint (Typ. )
<br />NOTES:
<br />1) Frame B Grate shall conform
<br />A to Improvement Standard No. C-6
<br />2) Two feet minimum below finished grade
<br />NNJ in new development. In existing sheets,
<br />may be less than V with the
<br />ooproval of the Engineer
<br />N 24" pipe barrel shall be Class ll[ R C.P
<br />1 1 ( or Class 19 A C. P.
<br />LB iA—
<br />J '
<br />Dowels -0504, 1"Dia x 24" spaced 12"o. c ` I�
<br />greased and wrapped One side through �\
<br />every expansion jointFrame B Grote. 6"
<br />MONOLITHIC BEVEL TYPE
<br />CURB 8 GUTTER
<br />7'-0" Min.
<br />4'-0" Minimum ( Sidewalk) 12"---.{f� - 2' -0". Broom Finish
<br />Broom Finish Sews Lw• i s �'` I — At Realms
<br />SIOpe �„`Der �'� ! I . I”
<br />Lwsl Line
<br />y + . -
<br />J O` C
<br />. r 10}R 1 M a
<br />o i 1 0
<br />6° 12" ---�_L
<br />O Dowels 05 or fills. x 24" spaced
<br />Z 12 " o t , Wedsed and wrapped
<br />One side through every
<br />1 ^ expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />t CURB, GUTTER d SIDEWALK SECTION A -A SECTION -B-B vV
<br />NOTES:
<br />>' 1. ' Construct etpomian pints a 200' laatirrwet and N ttslurm, waved fight polos,
<br />hydrants and other fixed *elft M sidswalh
<br />2. TfWWWSe weakened plswe *Me shad w seReknletM A i2' staskddn wlervale.
<br />CURB GUTTER & SIDEWALK
<br />SUBDIVISION STREETS _STANDARD STORM DRAIN INLET
<br />s S NO DATE REVISIONS BY
<br />Z DESIGN DRAWN BY APPROVED
<br />19
<br />.7 SUBMITTED BY
<br />RCE DATE - SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />B Nis,
<br />PLAN
<br />2 hew clamps 12" apart
<br />' ' , Ltwporellrn 24" Mn. Cover below bottom
<br />Step of ditch (if any)
<br />i
<br />Service
<br />Clomp (1" or lager
<br />Double Strap)
<br />�.-(2)- x 2" -
<br />Mec"in• Bub
<br />NOTES
<br />Alwslie pipe up to / ya"I. D. Service shall be ultra high molecular weight ( UHMW )
<br />" Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal
<br />�� ' 1 ,, • • •N with minimum pressure rating of 160 psi.
<br />2. Plastic pipe for 2" I.D. service shall be PS 2110 Polybutylene or approved
<br />e p A r�-_
<br />i. equal with minimum pressure rating N 160 psi.
<br />,Backfill with meleriale equal to Of
<br />better than the existing pavement
<br />in quality and thickness.
<br />E•leting pavement
<br />ol - - _ E" Compact in /1"max. layers
<br />' 6 "min. _------ �a + mic, ro/afiva cvmpacl�an
<br />,q iTyPi =--__ of 95x 's,under pavement a/M
<br />s/zou/eara, and 9014 oalsio'e
<br />44111,411 IN
<br />>a
<br />a-- Compact in 14 mar. layers
<br />> _ - -- to o minimum
<br />p -- relative compaction
<br />O -- - - p of 05x,. Q
<br />o Z - Co pip, n 6" layers
<br />to a minimum 10" - -O_ D- - to"
<br />0
<br />10" _D. _ 10" relative compaction -
<br />x of 90 %. Mix. Max
<br />0 D + 20" Mox. 0. D 20" Min
<br />'•P 3. Corporation stop shall have Corporation cock threads. NOTES.
<br />Angle stop shall have swivel nut and lock wings. I P9 � I I. Ra/ativs csmpactvn sfmslerii/s abs//5s, tested 0y the State of Ca/ifsrnia, Oept at
<br />r' • 5 Angle stop shall be vertically plumbed. Tran
<br />6. Size of IIII //ns, shall de as reQuirnv' Sy the County. s existing
<br />7ta me Manua ll fest neatly c Cao lir ie 1/5 ar ?3/.
<br />7, Mueller Into -tits connection stall conform to ASTM Designation D 2239 2. All ttstlrp ponding shall be pertly cut to Ifni prig to trench excavation.
<br />3. Jetting or ponding shall be pMmitted within the street Right of Way, with3yearbsnd
<br />SECTION- A - A_ WATER SERVICE 4. 'k When shown by soil composition and comgoctibifity, ninety percent ( 90 %)
<br />Variable I' compaction may be used, when approved by the Director of Public Works
<br />NOTES I. Irving type orate may be -.
<br />use as alternate.
<br />2. Graf* shall be fastened to frame 3 TYPICAL TRENCH DETAI L
<br />with 16"si" toot -treated chain os Iron Lam-'
<br />I
<br />VOW Bos, Frome and Lid n-�/-�-1--��-Ramie- proof, meachined
<br />%Mhr to Mrprowmeeil Standard No. E-1. FOR ALL STREET heating rf
<br />acsu
<br />Break-Off Joint LOCAT/ON8
<br />1 shave yraund /ine�
<br />I E-
<br />-- -
<br />- - -- - Asphalt Concrete i•
<br />Water Main
<br />Concrete Anchor Black-' 10„ I"' -- °i--- FnisMd Grade
<br />ir
<br />LLA
<br />6. a Pipe
<br />IS 5Y , .
<br />• '
<br />... 9i..lirrx.
<br />% Flanged by Ring -Tits, Adaptor
<br />ZZ Conic Thrust Block- (As Required) Cori. Thrust Block
<br />•-�,,. Refer to Improvement 6" Flanged or Flanged by Refer to Improvement
<br />Standard No. E-3 Ring -Tits Gat* Volvo Standard No. E-3.
<br />N ♦ \
<br />�Tifco No. 11 Tea or Equal. -
<br />u - NOTESi
<br />(� 1. Fire Hydrants shall be '� : Extensions
<br />y placed with#4outlet facing
<br />directly towards the street.
<br />2.• Fire Hydrants shall be clean and free of concrete.
<br />3.*Vire Hydrants to be American Darling Model B -62B, Dresser M B H Style 929
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-1"
<br />"
<br />B 1.4" outlets) 2
<br />SECTION B-8 Or other size as required by the local Fire District. 1
<br />FRAME a GRATE 4 All Hydrants shall be pointed 0A safety yellow or as
<br />(STANDARD STORM DRAIN INLET)
<br />required by legal Fire Dtstrict.
<br />FIRE HYDRANT faOT£3:
<br />I Valve box and Lid shall be Christy No G 5, Brooks No I R T or 4- T T. or equal
<br />2 All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct
<br />THRUST BLOCK DETAILS size can be used.
<br />Extend 4" S.S. 1. R 171 Pipe
<br />)
<br />at I/4" per foot. %cl
<br />�1 Pipe �
<br />F-- -1 ---
<br />Sanitary Sewer
<br />Moi.
<br />TYPICAL "Y" JOINT
<br />SERVICE CONNECTION
<br />Street R/W
<br />BLOC
<br />3
<br />Future
<br />=010,
<br />Cast Iron Frame and Cover
<br />A •
<br />MMer
<br />•A
<br />No. D-4
<br />3
<br />PLAN
<br />10" LINE
<br />Existing PavementLi 2'-0
<br />Or Ground far x 6" Bats
<br />earoet N Ditch ,
<br />6" or 8" I.D Plps .iyr a �
<br />-
<br />22 111
<br />(if my) i
<br />2'-0"
<br />450
<br />Poured - In -
<br />2- do
<br />was CatuN*
<br />•
<br />• •. + Blocks (Class
<br />i lar' "B" Concrete)
<br />+ r
<br />Bohan Of Tnynch
<br />-6
<br />TYPICAL LAMPHOLE INSTALLATION
<br />connection
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH &
<br />PIAZZA
<br />dealer
<br />SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240
<br />PH. 209-368.8.096
<br />-
<br />��.
<br />�"'••
<br />36" Rtbor
<br />with
<br />2 hew clamps 12" apart
<br />' ' , Ltwporellrn 24" Mn. Cover below bottom
<br />Step of ditch (if any)
<br />i
<br />Service
<br />Clomp (1" or lager
<br />Double Strap)
<br />�.-(2)- x 2" -
<br />Mec"in• Bub
<br />NOTES
<br />Alwslie pipe up to / ya"I. D. Service shall be ultra high molecular weight ( UHMW )
<br />" Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal
<br />�� ' 1 ,, • • •N with minimum pressure rating of 160 psi.
<br />2. Plastic pipe for 2" I.D. service shall be PS 2110 Polybutylene or approved
<br />e p A r�-_
<br />i. equal with minimum pressure rating N 160 psi.
<br />,Backfill with meleriale equal to Of
<br />better than the existing pavement
<br />in quality and thickness.
<br />E•leting pavement
<br />ol - - _ E" Compact in /1"max. layers
<br />' 6 "min. _------ �a + mic, ro/afiva cvmpacl�an
<br />,q iTyPi =--__ of 95x 's,under pavement a/M
<br />s/zou/eara, and 9014 oalsio'e
<br />44111,411 IN
<br />>a
<br />a-- Compact in 14 mar. layers
<br />> _ - -- to o minimum
<br />p -- relative compaction
<br />O -- - - p of 05x,. Q
<br />o Z - Co pip, n 6" layers
<br />to a minimum 10" - -O_ D- - to"
<br />0
<br />10" _D. _ 10" relative compaction -
<br />x of 90 %. Mix. Max
<br />0 D + 20" Mox. 0. D 20" Min
<br />'•P 3. Corporation stop shall have Corporation cock threads. NOTES.
<br />Angle stop shall have swivel nut and lock wings. I P9 � I I. Ra/ativs csmpactvn sfmslerii/s abs//5s, tested 0y the State of Ca/ifsrnia, Oept at
<br />r' • 5 Angle stop shall be vertically plumbed. Tran
<br />6. Size of IIII //ns, shall de as reQuirnv' Sy the County. s existing
<br />7ta me Manua ll fest neatly c Cao lir ie 1/5 ar ?3/.
<br />7, Mueller Into -tits connection stall conform to ASTM Designation D 2239 2. All ttstlrp ponding shall be pertly cut to Ifni prig to trench excavation.
<br />3. Jetting or ponding shall be pMmitted within the street Right of Way, with3yearbsnd
<br />SECTION- A - A_ WATER SERVICE 4. 'k When shown by soil composition and comgoctibifity, ninety percent ( 90 %)
<br />Variable I' compaction may be used, when approved by the Director of Public Works
<br />NOTES I. Irving type orate may be -.
<br />use as alternate.
<br />2. Graf* shall be fastened to frame 3 TYPICAL TRENCH DETAI L
<br />with 16"si" toot -treated chain os Iron Lam-'
<br />I
<br />VOW Bos, Frome and Lid n-�/-�-1--��-Ramie- proof, meachined
<br />%Mhr to Mrprowmeeil Standard No. E-1. FOR ALL STREET heating rf
<br />acsu
<br />Break-Off Joint LOCAT/ON8
<br />1 shave yraund /ine�
<br />I E-
<br />-- -
<br />- - -- - Asphalt Concrete i•
<br />Water Main
<br />Concrete Anchor Black-' 10„ I"' -- °i--- FnisMd Grade
<br />ir
<br />LLA
<br />6. a Pipe
<br />IS 5Y , .
<br />• '
<br />... 9i..lirrx.
<br />% Flanged by Ring -Tits, Adaptor
<br />ZZ Conic Thrust Block- (As Required) Cori. Thrust Block
<br />•-�,,. Refer to Improvement 6" Flanged or Flanged by Refer to Improvement
<br />Standard No. E-3 Ring -Tits Gat* Volvo Standard No. E-3.
<br />N ♦ \
<br />�Tifco No. 11 Tea or Equal. -
<br />u - NOTESi
<br />(� 1. Fire Hydrants shall be '� : Extensions
<br />y placed with#4outlet facing
<br />directly towards the street.
<br />2.• Fire Hydrants shall be clean and free of concrete.
<br />3.*Vire Hydrants to be American Darling Model B -62B, Dresser M B H Style 929
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-1"
<br />"
<br />B 1.4" outlets) 2
<br />SECTION B-8 Or other size as required by the local Fire District. 1
<br />FRAME a GRATE 4 All Hydrants shall be pointed 0A safety yellow or as
<br />(STANDARD STORM DRAIN INLET)
<br />required by legal Fire Dtstrict.
<br />FIRE HYDRANT faOT£3:
<br />I Valve box and Lid shall be Christy No G 5, Brooks No I R T or 4- T T. or equal
<br />2 All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct
<br />THRUST BLOCK DETAILS size can be used.
<br />Extend 4" S.S. 1. R 171 Pipe
<br />)
<br />at I/4" per foot. %cl
<br />�1 Pipe �
<br />F-- -1 ---
<br />Sanitary Sewer
<br />Moi.
<br />TYPICAL "Y" JOINT
<br />SERVICE CONNECTION
<br />AOR OFF STREET LOC
<br />Concrete Base to be
<br />around Valve Box
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in bock
<br />of sidewalk.
<br />CAST IRON BEND
<br />45! Max.
<br />m •
<br />• "1
<br />I•�.p� I' Min.-
<br />I" TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />BLOC
<br />DIMENSIONS
<br />Cast Iron Frame and Cover
<br />A •
<br />Refer to Improvement Standard
<br />•A
<br />No. D-4
<br />3
<br />PLAN
<br />10" LINE
<br />Existing PavementLi 2'-0
<br />Or Ground far x 6" Bats
<br />22 I/ '
<br />6" or 8" I.D Plps .iyr a �
<br />b
<br />22 111
<br />3' - 0"
<br />2'-0"
<br />450
<br />Poured - In -
<br />2- do
<br />was CatuN*
<br />•
<br />• •. + Blocks (Class
<br />i lar' "B" Concrete)
<br />+ r
<br />Bohan Of Tnynch
<br />-6
<br />TYPICAL LAMPHOLE INSTALLATION
<br />5'-6
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH &
<br />PIAZZA
<br />CIVIL ENGINEERS —
<br />SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240
<br />PH. 209-368.8.096
<br />AOR OFF STREET LOC
<br />Concrete Base to be
<br />around Valve Box
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in bock
<br />of sidewalk.
<br />CAST IRON BEND
<br />45! Max.
<br />m •
<br />• "1
<br />I•�.p� I' Min.-
<br />I" TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLOCK
<br />40TES, I. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bowing value Of 1,000 pounds
<br />per square foot.
<br />s,5 Rebor a top and bettom
<br />D+2" i
<br />�1 lis
<br />rI I
<br />ELEVATION
<br />PERMANENT SLOW -OFF
<br />THRUST BLOCK DETAILS
<br />VALVE BOX
<br />- 24" 30" or 36"
<br />1`MAIN loo T
<br />TYPICAL STREET SIGN
<br />Class
<br />Concr
<br />NOTE
<br />1. Ons, stmt sign is required
<br />at each intersection.
<br />Z Dimensions for dock numbers
<br />we for location of numbers
<br />only.
<br />,-Edge of Pavement, OR
<br />Bock of Sidewalk, OR
<br />•'� Bock of Curb
<br />Street Sign
<br />Location ads
<br />1✓ F -Ii
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />Nor,B: See 114,oal cooped Detail
<br />thi6 Sht. A'hel/ 000/icI?I .
<br />TYPICAL STREET SIGN
<br />INSTALIoATIM
<br />STANDARD STREET SIGN DETAILS
<br />SHEET lg OF 7
<br />DETAIL SHEET RIVER MEADOWS JOB NO.
<br />SUBDIVISION IMPROVEMENTS
<br />UNIT N 0. 3 FNOE GAr
<br />I
<br />THRUST
<br />BLOC
<br />DIMENSIONS
<br />FITTINGS
<br />A"BeFITTINGS
<br />I NAN8
<br />6" LINE and 411On•slte LINE
<br />10" LINE
<br />22 I/ '
<br />I' - 6"
<br />le- 6"
<br />22 111
<br />3' - 0"
<br />2'-0"
<br />450
<br />2-
<br />2- do
<br />450
<br />4'-0"
<br />3'-0"
<br />900
<br />3-
<br />__f
<br />-6
<br />90"
<br />5'-6
<br />--4r �-0
<br />TEE OUTLET
<br />-_0s-_
<br />2 - 0
<br />TEE OUTLET
<br />4 - ON
<br />4' - 0"
<br />DEAD END
<br />3 - On
<br />ON
<br />DEAD END
<br />4 - ON
<br />4'- 0
<br />ON LINE
<br />12w LINE
<br />22 1/
<br />2'- ON
<br />2'- 0"
<br />22 1/20
<br />3 ON
<br />3-- 0„
<br />45•3-0
<br />2-6
<br />45•
<br />4'-6
<br />4-0"
<br />00
<br />- •
<br />_S`-
<br />-"
<br />0
<br />TEE OUTLET
<br />3'-6
<br />3-
<br />TEE OUTLET
<br />5 -6
<br />4 -0
<br />DEAD END
<br />3-6
<br />3-0"
<br />DEAD
<br />40TES, I. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bowing value Of 1,000 pounds
<br />per square foot.
<br />s,5 Rebor a top and bettom
<br />D+2" i
<br />�1 lis
<br />rI I
<br />ELEVATION
<br />PERMANENT SLOW -OFF
<br />THRUST BLOCK DETAILS
<br />VALVE BOX
<br />- 24" 30" or 36"
<br />1`MAIN loo T
<br />TYPICAL STREET SIGN
<br />Class
<br />Concr
<br />NOTE
<br />1. Ons, stmt sign is required
<br />at each intersection.
<br />Z Dimensions for dock numbers
<br />we for location of numbers
<br />only.
<br />,-Edge of Pavement, OR
<br />Bock of Sidewalk, OR
<br />•'� Bock of Curb
<br />Street Sign
<br />Location ads
<br />1✓ F -Ii
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />Nor,B: See 114,oal cooped Detail
<br />thi6 Sht. A'hel/ 000/icI?I .
<br />TYPICAL STREET SIGN
<br />INSTALIoATIM
<br />STANDARD STREET SIGN DETAILS
<br />SHEET lg OF 7
<br />DETAIL SHEET RIVER MEADOWS JOB NO.
<br />SUBDIVISION IMPROVEMENTS
<br />UNIT N 0. 3 FNOE GAr
<br />I
<br />
|