|
+-i 31
<br />NOTES
<br />I. The s;ructurol section shall be determined
<br />by Improvement Standard No. A-1
<br />Z. For curb, gutter and sioewule letails, see.
<br />Improvement Standard No. B-1 and No. B-2
<br />3. At intersections, 030' radius for 84' R/W streets
<br />and a 20' radius for 50' and 60' R/W streets
<br />at the face of the curb shall be provided.
<br />J Strut
<br />ALL so' S"VV_eeTS
<br />Street
<br />R/W
<br />Pup -BL -C) r7SZIy e
<br />/W
<br />i
<br />Street
<br />84' —
<br />i
<br />42'-
<br />30'
<br />R/W
<br />SEE SEE 51- MT 13 Fob•
<br />L AT"ll IZOA .0 SECT 101.►
<br />TYPE
<br />SUBDIVISION STREET
<br />SECTION A -A
<br />f?
<br />syr r ,sy•
<br />Sfin°fs�� Fioi xa - -J ,�*k;
<br />AC o'o•'c, •J•.o•o .•
<br />AB o• .a ••�" o•;..
<br />is
<br />� '/�(Nrhlce/.on ,Noma"
<br />Bossing/ .Se./
<br />TYPICAL SECTION
<br />Lor1,:a� SURVEY MONUMENT
<br />FRAME and COVER ASSEMBLY
<br />NOTE All radii = 4 unless
<br />otherwise noted
<br />i
<br />W- Water line
<br />NS - Sanitary Sewer line
<br />G - Gas line
<br />Depressed letter NW", "S or "G' in
<br />curb to identify service locations --- - --
<br />_.
<br />-Vertical Curb at Returns
<br />10 1.1 ` Broom Finish
<br />22 y�'Level Line
<br />11 I
<br />�,,R
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />48" 12,. Is,.
<br />SCORE MARK
<br />1/4" PER FOOT SLOPE _Amssss� - J'•R
<br />CONSTRUCTION JOIN . ;►'„'a•_ }:: •• •. ,
<br />(OPTIONAL) IDR I: •. v.., .�.,.. •. ..:'.::
<br />a 24 24”
<br />MON'JLITHIC BEVEL TYPO
<br />CURB, GUTTER a S;DEWAt_K
<br />NOTES:
<br />I. Construct expansion joints (a) 20Q' maximum and at returns, around light poles,
<br />hydrontb and other fixed objects at sidewalk.
<br />2 Weakened plane joints shall be spaced :'a) 10' maximum at sidewalk.
<br />CURB, GUTTER, 81 SIDEWALK
<br />SUBDIVISION STREETS
<br />e
<br />ESIOENTIAL FIRE HYDRANT TO BE "RICH 990(2-21/2" a 1-41/2. OUTLETS)
<br />R OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS & STYLE)
<br />RESIDENTIAL INSTALLATION
<br />(BEHIND 9' SIDEWALK).
<br />VkRIABLE
<br />e r�,
<br />'1CHRISTY NOL C275"
<br />VALVE BOX COVER OR EQUAL
<br />(MARKED WATER) BREAK Off J01
<br />CONCRETEANCHOR
<br />%t111STY NI
<br />O.R)• TRAFM BOX
<br />& EXTENSION OR EQUAL
<br />(SEE Milli BOX DETAIL) G• ryy[ of
<br />LANDED BY RIND -TR[ ADAPTOR CONC, THRUST BLOCK
<br />(AS REQUIRED) a 90. FT MIN. BEARING I
<br />rOKTMT9
<br />• FLANGED OR FLANM BY RING -TIT[ GATE VALVE AREA
<br />O HO. 11 TEE OR EQUAL
<br />MAIN NOTESt
<br />THRUST BLOCK 1. FIRE HYDRANTS SHALL B[ PLACED WRN
<br />3 S0. MIN. BEARING AREA 4 -1/2 -OUTLET FACING DIRECTLY TOWARDS
<br />THE STREET.
<br />t RISE HYDRANTS SHALL BE CLEAN AND
<br />FREE OF CONCRETE.
<br />3. FIRE HYDRANTS SHALL CONFORM TO
<br />A.1[W.A C-903
<br />4. (YTNER APPROVED FIRE HYDRANTS ARE
<br />JAMES JONES 40. J-3740(113.)
<br />FIRE HYDRANT DETAIL
<br />_____2 ' 6"
<br />6" -2'-0° --
<br />Broom Finish I"
<br />Broom Finish -
<br />°-Z- Level Line N
<br />0
<br />CURB & GUTTER
<br />Variable
<br />Broom Finish Weakened
<br />Plant Joint
<br />Slane = I/e" no
<br />Depressed letter
<br />W„ NSN or .O„ in
<br />curb to identify
<br />service locations
<br />W - Water line
<br />j S - Sanitary Sewer line
<br />N _G - Gas line
<br />V
<br />Broom
<br />-Finish Level Line
<br />tN
<br />N
<br />CURB, GUTTER a SIDEWALK
<br />NOTES -- - - -- -- ------
<br />I. Construct expansion joints ((D 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />2 Weakened plane joints shall be spaced nQ 10' maximum at sidewalk
<br />CURB, GUTTER _$ SIDEWALK
<br />LbT goP R1__7AC2
<br />COUNTY OF SAN J0AQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />S U 13M ITTE•o r3Y :
<br />W&7-li:{=N 0• 1140TGWA2E rzc.E.&114 APPROVED DATE
<br />C7AaTI-C.. /f 18/
<br />i
<br />1
<br />R.C.E. NO.2
<br />a
<br />-
<br />+-i 31
<br />NOTES
<br />I. The s;ructurol section shall be determined
<br />by Improvement Standard No. A-1
<br />Z. For curb, gutter and sioewule letails, see.
<br />Improvement Standard No. B-1 and No. B-2
<br />3. At intersections, 030' radius for 84' R/W streets
<br />and a 20' radius for 50' and 60' R/W streets
<br />at the face of the curb shall be provided.
<br />J Strut
<br />ALL so' S"VV_eeTS
<br />Street
<br />R/W
<br />Pup -BL -C) r7SZIy e
<br />/W
<br />i
<br />Street
<br />84' —
<br />i
<br />42'-
<br />30'
<br />R/W
<br />SEE SEE 51- MT 13 Fob•
<br />L AT"ll IZOA .0 SECT 101.►
<br />TYPE
<br />SUBDIVISION STREET
<br />SECTION A -A
<br />f?
<br />syr r ,sy•
<br />Sfin°fs�� Fioi xa - -J ,�*k;
<br />AC o'o•'c, •J•.o•o .•
<br />AB o• .a ••�" o•;..
<br />is
<br />� '/�(Nrhlce/.on ,Noma"
<br />Bossing/ .Se./
<br />TYPICAL SECTION
<br />Lor1,:a� SURVEY MONUMENT
<br />FRAME and COVER ASSEMBLY
<br />NOTE All radii = 4 unless
<br />otherwise noted
<br />i
<br />W- Water line
<br />NS - Sanitary Sewer line
<br />G - Gas line
<br />Depressed letter NW", "S or "G' in
<br />curb to identify service locations --- - --
<br />_.
<br />-Vertical Curb at Returns
<br />10 1.1 ` Broom Finish
<br />22 y�'Level Line
<br />11 I
<br />�,,R
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />48" 12,. Is,.
<br />SCORE MARK
<br />1/4" PER FOOT SLOPE _Amssss� - J'•R
<br />CONSTRUCTION JOIN . ;►'„'a•_ }:: •• •. ,
<br />(OPTIONAL) IDR I: •. v.., .�.,.. •. ..:'.::
<br />a 24 24”
<br />MON'JLITHIC BEVEL TYPO
<br />CURB, GUTTER a S;DEWAt_K
<br />NOTES:
<br />I. Construct expansion joints (a) 20Q' maximum and at returns, around light poles,
<br />hydrontb and other fixed objects at sidewalk.
<br />2 Weakened plane joints shall be spaced :'a) 10' maximum at sidewalk.
<br />CURB, GUTTER, 81 SIDEWALK
<br />SUBDIVISION STREETS
<br />e
<br />ESIOENTIAL FIRE HYDRANT TO BE "RICH 990(2-21/2" a 1-41/2. OUTLETS)
<br />R OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS & STYLE)
<br />RESIDENTIAL INSTALLATION
<br />(BEHIND 9' SIDEWALK).
<br />VkRIABLE
<br />e r�,
<br />'1CHRISTY NOL C275"
<br />VALVE BOX COVER OR EQUAL
<br />(MARKED WATER) BREAK Off J01
<br />CONCRETEANCHOR
<br />%t111STY NI
<br />O.R)• TRAFM BOX
<br />& EXTENSION OR EQUAL
<br />(SEE Milli BOX DETAIL) G• ryy[ of
<br />LANDED BY RIND -TR[ ADAPTOR CONC, THRUST BLOCK
<br />(AS REQUIRED) a 90. FT MIN. BEARING I
<br />rOKTMT9
<br />• FLANGED OR FLANM BY RING -TIT[ GATE VALVE AREA
<br />O HO. 11 TEE OR EQUAL
<br />MAIN NOTESt
<br />THRUST BLOCK 1. FIRE HYDRANTS SHALL B[ PLACED WRN
<br />3 S0. MIN. BEARING AREA 4 -1/2 -OUTLET FACING DIRECTLY TOWARDS
<br />THE STREET.
<br />t RISE HYDRANTS SHALL BE CLEAN AND
<br />FREE OF CONCRETE.
<br />3. FIRE HYDRANTS SHALL CONFORM TO
<br />A.1[W.A C-903
<br />4. (YTNER APPROVED FIRE HYDRANTS ARE
<br />JAMES JONES 40. J-3740(113.)
<br />FIRE HYDRANT DETAIL
<br />_____2 ' 6"
<br />6" -2'-0° --
<br />Broom Finish I"
<br />Broom Finish -
<br />°-Z- Level Line N
<br />0
<br />CURB & GUTTER
<br />Variable
<br />Broom Finish Weakened
<br />Plant Joint
<br />Slane = I/e" no
<br />Depressed letter
<br />W„ NSN or .O„ in
<br />curb to identify
<br />service locations
<br />W - Water line
<br />j S - Sanitary Sewer line
<br />N _G - Gas line
<br />V
<br />Broom
<br />-Finish Level Line
<br />tN
<br />N
<br />CURB, GUTTER a SIDEWALK
<br />NOTES -- - - -- -- ------
<br />I. Construct expansion joints ((D 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />2 Weakened plane joints shall be spaced nQ 10' maximum at sidewalk
<br />CURB, GUTTER _$ SIDEWALK
<br />LbT goP R1__7AC2
<br />COUNTY OF SAN J0AQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />S U 13M ITTE•o r3Y :
<br />W&7-li:{=N 0• 1140TGWA2E rzc.E.&114 APPROVED DATE
<br />C7AaTI-C.. /f 18/
<br />r
<br />W
<br />f
<br />R.C.E. NO.2
<br />a
<br />-
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