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141706
<br />FReflector Sign --California Highway
<br />Code Type NR (24" x 24")
<br />3/8" golvinized ?L__ I -
<br />bolts washersat end
<br />1=71
<br />zo
<br />I
<br />f I e c t o r s SyMmetrically
<br />placed 12' ± 0. C. r -
<br />TH-]
<br />r 6" X 6 (. �Je ' n se
<br />2"x8" scle(J gr(,ide structural qmde
<br />Plouglas Fit- surfaced Redwood, treated
<br />four sides. Hemlock or, treated
<br />Douglas Fir surfaced
<br />....
<br />12' M a x, four sides,
<br />. .. ..... . . -__1_-___11 ----- --------
<br />Evenly 'v"Spoced TY P E A"
<br />C Cif. llwy.
<br />C' o (I e W. 1 '50" Size
<br />Center on Barricade.
<br />E IN D
<br />Sig n
<br />-----Iiwy Code W31
<br />C EH T'E R R E F L E C J- 0 R
<br />F COIR J_ Y P E " A" B A R)R I C, A D E
<br />H 0 - I- ESS
<br />to be as, wide as street FR/"W
<br />2. Uorrlcodes to be pciinted white using 2
<br />couts of "Exterior Alkyd rResin Ni -..Gloss
<br />Emimel" over a cornpotible grin-ier.
<br />A
<br />curb
<br />Rowline of
<br />ExponstOr-)
<br />joint
<br />30' min,
<br />PLAN
<br />Expansion CD P1A11jW,,?.70A1 FIC4,W4F
<br />,Joint lir /%/00
<br />_0
<br />. . ......... . ..
<br />Catchhosin assembly to be set F1A11!5H&'Z) 01?A D /A// 5 115`4) 0A'A DhF
<br />1" below flow line of gutter
<br />W
<br />6 IV,,
<br />I 1P P, 4 e)
<br />lei
<br />Sidewalk 4" throat
<br />2" Mln24 GRA DE -1)
<br />,---.opening
<br />(D
<br />Z 4 Yz--ff
<br />�7' Z
<br />VA AID,4
<br />5 E. C U R Ei
<br />5 /�; 7A Iq 7
<br />holt
<br />FRAA,4r�:' 7-0 //C)/,[) 1')01'V/V
<br />BOSS to hold C" >� /PIPE' PY1711 CO IVCR�F-_ TF
<br />grate in place GRATE fy6_711V1__:__09 'ED
<br />Co /V C 7
<br />24" dick, conc.
<br />12" dia.
<br />Pipe (see note n")11"1,
<br />no. -7Z in.
<br />.01 rn 25 1/2" AT F -AID OF /.//Vt�
<br />5L.OPEF 1307-�-Om
<br />C01VCRe'7_F-i
<br />%
<br />-.13oss— FZ 0 IIVF.-' r-90 A( r::�A 1,e 6
<br />%I/V
<br />3"
<br />PLAN 0 F FRAME
<br />C-
<br />-390
<br />C u I de S a c only
<br />-C
<br />[3ARRICADES FOR
<br />TERMINATING STREETS
<br />12" -- —
<br />Dia, or Sq. Standard frame and
<br />cover assembly
<br />-j
<br />A C.
<br />aoAOpa k.-
<br />0
<br />0 C" 0 1,
<br />0 0010 0Q, 0 0'1��o 0 00 0
<br />0 0
<br />, .1000"0"" ..00c,
<br /><1 "o "
<br />0 0" 0 0 00 0 0�'1 0 0 0" 0 0. 0 0 '0 0,00 0,,"n'o
<br />A E3, 0-"' 0
<br />000000000
<br />�'00-0- 0 0
<br />0'lDo
<br />XIK71'0111'11111K�1`111 �''
<br />U nd i s tu r bed Survey rrionun-cents
<br />basement soil ;3/4"0 x 30" iron pit)
<br />with identification marks
<br />J'YPICAL SECTION
<br />1/16" raised letters -.-----/'
<br />Cover
<br />A
<br />Frot
<br />/r -material: Cost iron
<br />I N
<br />C\11
<br />Diameter
<br />SECTION A --A
<br />SURVEY MONUMENT
<br />FRAME COVER ASSEMBLY
<br />I
<br />TYPE' 1
<br />CURB INLET CATCHBASII \4
<br />CV U0
<br />co Pa
<br />Sill- J__
<br />% I _ ,1:t -
<br />M A IN
<br />10 0 E
<br />112" f\ (tyl
<br />in
<br />'r Y P I C A I.— STREET SIGN
<br />r ij r a 1
<br />u r b o r
<br />NOTES:
<br />I One street sign is required
<br />at each intersection,
<br />2, Block rit.imbers are to be acquired
<br />from the Son Joaquin County
<br />Community Developen'),ent
<br />Department,
<br />3. See improvement plans for
<br />location of traffic control
<br />devices.
<br />4. The len th of the street sign
<br />varies 3ue to the length of
<br />the street name.
<br />5. See Standard Drawing No. R-23
<br />for proposed sidewalk
<br />sign locations.
<br />6, Stop signs shall be 30" for
<br />urban areas and 36" for rural
<br />areas,
<br />Edge of pavernent
<br />or back of dike
<br />'�Iclv b-`
<br />\ '��]
<br />f>
<br />I /// ---
<br />�Z'/ \V .1 Stop and street
<br />sign location
<br />2" 1. D, . .....
<br />STOP AND STREET SIGN
<br />pipe LOCATION DETAII.—
<br />10" flatten
<br />pipe
<br />TYPICAL STOP AND STREET,
<br />SIGN INSTALLATION
<br />STANDARD STREET
<br />SIGN DETAILS
<br />5 (WIT'HOUT SIDEWALK
<br />6
<br />DETAIL 0 CATCH13ASIN
<br />TYPE 11
<br />NO SCALE
<br />N
<br />1�
<br />SECTION B -B
<br />Street R/W
<br />E, P Metal lid or)
<br />all I'T) e t e r 1) o x es
<br />Christy C-20
<br />Xis . Grot,jn( lid, or equal
<br />raw
<br />Bottom of Ditch Christy 012 box,
<br />(if Orly)or equal meter
<br />F,7 box__
<br />M P t o r
<br />Angle
<br />stop
<br />Service Line
<br />-J 3/4" Min, Size
<br />Connection
<br />Adaptor 5/8" yj x 36" Rebar- with
<br />Cot n 2 hose clor-rips 12" aport
<br />Stop min conver below bottorn
<br />Sefv'ce Clump of ditch (if any)
<br />,
<br />Double Strop)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be, ultra high
<br />mole'culnr weicilit, (1_)HMW)j)oIyethlene (is rr)nnufacti ired by
<br />r , s c (D p i p 'Or(-,inqeburg or approved equal with minimum
<br />pressure rating a f 160
<br />31 Plastic pi)- for 2" I.D. service shall be P8 2110
<br />Polybt,Aylene or approved equal with minimum pressure
<br />rating of 160 psi,
<br />4. Corporation stop shall have corporation cock threads,
<br />5. Angle stop shall have swivel nut and lock wings. J,
<br />6. Angle stop shall be vertically plumbed. ✓
<br />7, Size of service line sholl be (is requ I red by the County.
<br />( -r-i to ASTM
<br />8, Mueller Insto tite fittings shall conform
<br />designation D 2239,
<br />o Meter- 9hrjlI be Precision Meter Inc. model PPM 5/8"x3/4"
<br />witty attachment connector spuds
<br />1 (). J_ o c
<br />corp(,)rat'on cock will precede the meter and entire
<br />setl.ip will be in the confines of the water box.
<br />1 1, Hon r-netallic services shall have a No. 10 gauge solid, bare,
<br />soft drown copper wire laid along the service line, and accessible
<br />in the meter box,
<br />/ �2/ " X 311 ` bAMD OAR
<br />N
<br />BEA17- �/Z '0 E�-e BOLT
<br />Z-OCK BY, 91J'C�>�
<br />SECTION A—A
<br />DETAIL. TRASH COLLECTOR STEEL GRATE
<br />NOT TO SCALE
<br />WAT ER SERVICE
<br />rK
<br />F�, W, Sir-GFRIED & ASSOCIATES IVIL E G J,N' E F, RS'
<br />0,)46`CORONADO AVENUE STOCKTON, CALWORNiA
<br />D R A A N 6Y Iq 4) C111-A"'rD byA J4. XB NO "5/v7f-er, uAIE A?q /le cq
<br />- - --- - ---_----
<br />Z) r,(rine N
<br />-
<br />JEST N By "J'U"KED By A J L. F ri !,o FILE NO 3
<br />r�S I I I I I I 1 0
<br />L I IU
<br />Sign -calif Hwy
<br />Code Type NIR
<br />NOT[S:
<br />1.
<br />All exposed steel .shall be dipped with
<br />2 (-Orits of cool tor pitch heated to o
<br />4"X4" Redwood
<br />minir-nun-a of 18(,)* or galvanized,
<br />(0
<br />or pressure treated
<br />2.
<br />Grate, frame and side inlet sholl conform to
<br />South Bay l7oundry A-645 frame with either A
<br />Douglos Fir post
<br />rivited or A-390--- M fabricated steel grate.
<br />jalv.
<br />o r 2" 1. 1) � ('
<br />Grate shall be chained to frame,
<br />pipe
<br />4,
<br />(;lr(,)te be depressed Ill below gutter
<br />_j
<br />profile grade.
<br />TYPE " B"
<br />5.
<br />pi e barrel shall be. class 11 f?.C.F),, or
<br />24"
<br />class or 3 non -reinforced concrete pipe.
<br />1
<br />C u I de S a c only
<br />-C
<br />[3ARRICADES FOR
<br />TERMINATING STREETS
<br />12" -- —
<br />Dia, or Sq. Standard frame and
<br />cover assembly
<br />-j
<br />A C.
<br />aoAOpa k.-
<br />0
<br />0 C" 0 1,
<br />0 0010 0Q, 0 0'1��o 0 00 0
<br />0 0
<br />, .1000"0"" ..00c,
<br /><1 "o "
<br />0 0" 0 0 00 0 0�'1 0 0 0" 0 0. 0 0 '0 0,00 0,,"n'o
<br />A E3, 0-"' 0
<br />000000000
<br />�'00-0- 0 0
<br />0'lDo
<br />XIK71'0111'11111K�1`111 �''
<br />U nd i s tu r bed Survey rrionun-cents
<br />basement soil ;3/4"0 x 30" iron pit)
<br />with identification marks
<br />J'YPICAL SECTION
<br />1/16" raised letters -.-----/'
<br />Cover
<br />A
<br />Frot
<br />/r -material: Cost iron
<br />I N
<br />C\11
<br />Diameter
<br />SECTION A --A
<br />SURVEY MONUMENT
<br />FRAME COVER ASSEMBLY
<br />I
<br />TYPE' 1
<br />CURB INLET CATCHBASII \4
<br />CV U0
<br />co Pa
<br />Sill- J__
<br />% I _ ,1:t -
<br />M A IN
<br />10 0 E
<br />112" f\ (tyl
<br />in
<br />'r Y P I C A I.— STREET SIGN
<br />r ij r a 1
<br />u r b o r
<br />NOTES:
<br />I One street sign is required
<br />at each intersection,
<br />2, Block rit.imbers are to be acquired
<br />from the Son Joaquin County
<br />Community Developen'),ent
<br />Department,
<br />3. See improvement plans for
<br />location of traffic control
<br />devices.
<br />4. The len th of the street sign
<br />varies 3ue to the length of
<br />the street name.
<br />5. See Standard Drawing No. R-23
<br />for proposed sidewalk
<br />sign locations.
<br />6, Stop signs shall be 30" for
<br />urban areas and 36" for rural
<br />areas,
<br />Edge of pavernent
<br />or back of dike
<br />'�Iclv b-`
<br />\ '��]
<br />f>
<br />I /// ---
<br />�Z'/ \V .1 Stop and street
<br />sign location
<br />2" 1. D, . .....
<br />STOP AND STREET SIGN
<br />pipe LOCATION DETAII.—
<br />10" flatten
<br />pipe
<br />TYPICAL STOP AND STREET,
<br />SIGN INSTALLATION
<br />STANDARD STREET
<br />SIGN DETAILS
<br />5 (WIT'HOUT SIDEWALK
<br />6
<br />DETAIL 0 CATCH13ASIN
<br />TYPE 11
<br />NO SCALE
<br />N
<br />1�
<br />SECTION B -B
<br />Street R/W
<br />E, P Metal lid or)
<br />all I'T) e t e r 1) o x es
<br />Christy C-20
<br />Xis . Grot,jn( lid, or equal
<br />raw
<br />Bottom of Ditch Christy 012 box,
<br />(if Orly)or equal meter
<br />F,7 box__
<br />M P t o r
<br />Angle
<br />stop
<br />Service Line
<br />-J 3/4" Min, Size
<br />Connection
<br />Adaptor 5/8" yj x 36" Rebar- with
<br />Cot n 2 hose clor-rips 12" aport
<br />Stop min conver below bottorn
<br />Sefv'ce Clump of ditch (if any)
<br />,
<br />Double Strop)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be, ultra high
<br />mole'culnr weicilit, (1_)HMW)j)oIyethlene (is rr)nnufacti ired by
<br />r , s c (D p i p 'Or(-,inqeburg or approved equal with minimum
<br />pressure rating a f 160
<br />31 Plastic pi)- for 2" I.D. service shall be P8 2110
<br />Polybt,Aylene or approved equal with minimum pressure
<br />rating of 160 psi,
<br />4. Corporation stop shall have corporation cock threads,
<br />5. Angle stop shall have swivel nut and lock wings. J,
<br />6. Angle stop shall be vertically plumbed. ✓
<br />7, Size of service line sholl be (is requ I red by the County.
<br />( -r-i to ASTM
<br />8, Mueller Insto tite fittings shall conform
<br />designation D 2239,
<br />o Meter- 9hrjlI be Precision Meter Inc. model PPM 5/8"x3/4"
<br />witty attachment connector spuds
<br />1 (). J_ o c
<br />corp(,)rat'on cock will precede the meter and entire
<br />setl.ip will be in the confines of the water box.
<br />1 1, Hon r-netallic services shall have a No. 10 gauge solid, bare,
<br />soft drown copper wire laid along the service line, and accessible
<br />in the meter box,
<br />/ �2/ " X 311 ` bAMD OAR
<br />N
<br />BEA17- �/Z '0 E�-e BOLT
<br />Z-OCK BY, 91J'C�>�
<br />SECTION A—A
<br />DETAIL. TRASH COLLECTOR STEEL GRATE
<br />NOT TO SCALE
<br />WAT ER SERVICE
<br />rK
<br />F�, W, Sir-GFRIED & ASSOCIATES IVIL E G J,N' E F, RS'
<br />0,)46`CORONADO AVENUE STOCKTON, CALWORNiA
<br />D R A A N 6Y Iq 4) C111-A"'rD byA J4. XB NO "5/v7f-er, uAIE A?q /le cq
<br />- - --- - ---_----
<br />Z) r,(rine N
<br />-
<br />JEST N By "J'U"KED By A J L. F ri !,o FILE NO 3
<br />r�S I I I I I I 1 0
<br />I
<br />ti
<br />I
<br />
|