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<br />BENCH MARK: ELEVATION
<br />DATUM
<br />DESCRIPTION
<br />W5157 Na )
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<br />BENCH MARK: ELEVATION
<br />DATUM
<br />DESCRIPTION
<br />W5157 Na )
<br />N
<br />IN
<br />N
<br />G✓/GL /AM AN LAR
<br />GOwEfZ 5'AcfzA1VEVT0 ROAD 8(
<br />L/BS)TT Y ROA D
<br />s )T5"&T /MPR E1446NM
<br />ZCel,,?Ver 9.4 TA
<br />5714 947`/49/ TO "114 d/
<br />/Q- 2000.04'
<br />A • 05' 42'35"
<br />r r Aaei
<br />VIEW A -A
<br />C'Oif/ST1Fele 7 OMPA/N/^/,/er
<br />OLOt-t/E�Y 46 L.f"Of EX.t;'T/NG /6 "CGNC. P/PE' cUL t/�RT
<br />8? rRE C0NSZ1T410T NEADkALL , f.Z. G? 0e17 5 ;r -.U. 9d
<br />5-0.0/
<br />0 , B TN T6 acre T/M,BE.R BAR.P/C,91JE RE�ECTO,�/ZCD
<br />ti
<br />k
<br />S.
<br />2'- M
<br />rot
<br />Broom Finish t•
<br />Broom Fkd:h
<br />" Lip"
<br />ith 45"
<br />nivel with
<br />VIEW 8-8
<br />Approt. = or
<br />I
<br />I Expansion Joint Typical
<br />MIN
<br />\\ 4e
<br />.t
<br />♦\ GROOVING DETAIL
<br />\\ 0 Grooved in a herringbone
<br />with 4' grooves d be
<br />Iim QC
<br />• a `�-/ QC. ; grooves should be '
<br />aligned parallel to crosswalk
<br />\
<br />stripes.
<br />4e Grooves approx.+"OZ'
<br />4W ♦♦ R/W
<br />\ or
<br />ion♦
<br />-.T'7--L !n N� Depressed loiter
<br />Joint Typical
<br />r r ewe or eb.• in 0 ♦ ..�
<br />.•:•,;,y:a%j:•:;t.•: :. o curb to Identify
<br />:• :+ •' :- �•,tv i service locations Foes of Curb
<br />Dowelsa5ar-'sL io.X24; - ,.�.•.:y...••:;1�,: .Y,
<br />epead 12 e.e. 'grooved and z.;�..z;-_ Crosswalk
<br />wrapped one olds thmo
<br />_ever, expansion pint. NOTES:
<br />CURB a GUTTER W - Water lino 1. G' Ramp far 4�" urb height and 2% sidewalk slope. For Go curb height either use V ramp or transition
<br />S - Sanitary Sewer Ln4e curb height to " from expansion Aird to beginning of ramp.
<br />variable — 2t D• 2. Catch basins and other obstructions are not to be healed within the wheelchair path area.
<br />3. See Standard B-4, B-5, or B-6 far Curb, Gutter 6 Sidewalk Details; and State Stadad Plan NS -B for
<br />other details.
<br />Wean
<br />-t2•Flpehin; broom
<br />Plans Joint Leel Unit.
<br />WHEELCHAIR RAMP
<br />__
<br />''e'.:• i:• V•:..'. 'K •... �...�: ��
<br />c 2t -D"
<br />• ' �t Expansion Joico (Typ.) ,
<br />r_ Dowels a5 ory Dia.a 24' 12• 3j^ B IJ
<br />spaced 'It" ac, greased and -
<br />wrapped ere side thragn . .
<br />•ter "panolm I«mk CURB, GUTTER• a SIDEWALK
<br />NOTES:
<br />L Construct expansion joints Q0 20V mosiman and at #*turns, around light poles. A'
<br />hydrants and other. Rood objects at sidewalk. '
<br />L Transwse" weakened plane jolnte Mall be constructed (ill 2' maalmum Intervals.
<br />Cast iron Frame and Cover - refer
<br />to Improvement Standard No. C-5
<br />N
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<br />IBM
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<br />IN
<br />N
<br />G✓/GL /AM AN LAR
<br />GOwEfZ 5'AcfzA1VEVT0 ROAD 8(
<br />L/BS)TT Y ROA D
<br />s )T5"&T /MPR E1446NM
<br />ZCel,,?Ver 9.4 TA
<br />5714 947`/49/ TO "114 d/
<br />/Q- 2000.04'
<br />A • 05' 42'35"
<br />r r Aaei
<br />VIEW A -A
<br />C'Oif/ST1Fele 7 OMPA/N/^/,/er
<br />OLOt-t/E�Y 46 L.f"Of EX.t;'T/NG /6 "CGNC. P/PE' cUL t/�RT
<br />8? rRE C0NSZ1T410T NEADkALL , f.Z. G? 0e17 5 ;r -.U. 9d
<br />5-0.0/
<br />0 , B TN T6 acre T/M,BE.R BAR.P/C,91JE RE�ECTO,�/ZCD
<br />ti
<br />k
<br />S.
<br />2'- M
<br />rot
<br />Broom Finish t•
<br />Broom Fkd:h
<br />" Lip"
<br />ith 45"
<br />nivel with
<br />VIEW 8-8
<br />Approt. = or
<br />I
<br />I Expansion Joint Typical
<br />MIN
<br />\\ 4e
<br />.t
<br />♦\ GROOVING DETAIL
<br />\\ 0 Grooved in a herringbone
<br />with 4' grooves d be
<br />Iim QC
<br />• a `�-/ QC. ; grooves should be '
<br />aligned parallel to crosswalk
<br />\
<br />stripes.
<br />4e Grooves approx.+"OZ'
<br />4W ♦♦ R/W
<br />\ or
<br />ion♦
<br />-.T'7--L !n N� Depressed loiter
<br />Joint Typical
<br />r r ewe or eb.• in 0 ♦ ..�
<br />.•:•,;,y:a%j:•:;t.•: :. o curb to Identify
<br />:• :+ •' :- �•,tv i service locations Foes of Curb
<br />Dowelsa5ar-'sL io.X24; - ,.�.•.:y...••:;1�,: .Y,
<br />epead 12 e.e. 'grooved and z.;�..z;-_ Crosswalk
<br />wrapped one olds thmo
<br />_ever, expansion pint. NOTES:
<br />CURB a GUTTER W - Water lino 1. G' Ramp far 4�" urb height and 2% sidewalk slope. For Go curb height either use V ramp or transition
<br />S - Sanitary Sewer Ln4e curb height to " from expansion Aird to beginning of ramp.
<br />variable — 2t D• 2. Catch basins and other obstructions are not to be healed within the wheelchair path area.
<br />3. See Standard B-4, B-5, or B-6 far Curb, Gutter 6 Sidewalk Details; and State Stadad Plan NS -B for
<br />other details.
<br />Wean
<br />-t2•Flpehin; broom
<br />Plans Joint Leel Unit.
<br />WHEELCHAIR RAMP
<br />__
<br />''e'.:• i:• V•:..'. 'K •... �...�: ��
<br />c 2t -D"
<br />• ' �t Expansion Joico (Typ.) ,
<br />r_ Dowels a5 ory Dia.a 24' 12• 3j^ B IJ
<br />spaced 'It" ac, greased and -
<br />wrapped ere side thragn . .
<br />•ter "panolm I«mk CURB, GUTTER• a SIDEWALK
<br />NOTES:
<br />L Construct expansion joints Q0 20V mosiman and at #*turns, around light poles. A'
<br />hydrants and other. Rood objects at sidewalk. '
<br />L Transwse" weakened plane jolnte Mall be constructed (ill 2' maalmum Intervals.
<br />Cast iron Frame and Cover - refer
<br />to Improvement Standard No. C-5
<br />NOTES:
<br />1) Frame 6 Grote shall conform
<br />A to Improvement Standard No. C-6
<br />1 2) Two feet minktwm below finished grade
<br />LST In new development. In existing streets,
<br />may be loss Mon 2' with the
<br />c)proval of the Engineer.
<br />3) 24" pipe barrel " be Close Z RC.P.
<br />or Class X A.C.P. i
<br />Top of pavement grade B
<br />Precast reinforced concrete • � _ ,
<br />grade adiustnent -rings
<br />R
<br />---=
<br />2", 3", 4" 6 6" sections
<br />- as required -
<br />Precast reinforced :� :`,.; woo
<br />man.
<br />concrete cane. ,i` '�' "N
<br />All iokds mortared and
<br />bonded with mortar on:
<br />both interior and exterior A,
<br />5" Min.
<br />WrfaCeL •'
<br />Precast reinforced manhole 3
<br />-- pipes, ASTM C479,a4lst to
<br />proper elevation. (1',V.V, 6 >
<br />4 sections as required.) ; Lowest
<br />IL
<br />1
<br />--
<br />4"- CloteB
<br />"• Concrete for 0
<br />- e
<br />base. Pro -cost base
<br />moy be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />,107E: A 1'-6r concrete cane may be used if approved by this Engineer.
<br />SCALE
<br />FIELD BOOKS y0X/Z /1VC4V/ /
<br />F. B. Ns VZX7 7 /'1= ¢ L /AC/ s / /Q•�j/ 19TOAD
<br />EB. N! JOB N*5g105-0/-1
<br />F. B. W CODE IDRMING N
<br />Bolt
<br />to
<br />SECTION A -A SECTION B -B
<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING ' ENGINEERING
<br />ARCHITECTURE • SURVEYING • MAPPING • SYSTEMS
<br />720 F STREET- SACRAMENTO, CALIFORNIA 958!4 - PHONE (916)444-1170
<br />SH
<br />_ ;EET
<br />1.4
<br />IMIM,
<br />IBM
<br />I I I I @111=11
<br />NOTES:
<br />1) Frame 6 Grote shall conform
<br />A to Improvement Standard No. C-6
<br />1 2) Two feet minktwm below finished grade
<br />LST In new development. In existing streets,
<br />may be loss Mon 2' with the
<br />c)proval of the Engineer.
<br />3) 24" pipe barrel " be Close Z RC.P.
<br />or Class X A.C.P. i
<br />Top of pavement grade B
<br />Precast reinforced concrete • � _ ,
<br />grade adiustnent -rings
<br />R
<br />---=
<br />2", 3", 4" 6 6" sections
<br />- as required -
<br />Precast reinforced :� :`,.; woo
<br />man.
<br />concrete cane. ,i` '�' "N
<br />All iokds mortared and
<br />bonded with mortar on:
<br />both interior and exterior A,
<br />5" Min.
<br />WrfaCeL •'
<br />Precast reinforced manhole 3
<br />-- pipes, ASTM C479,a4lst to
<br />proper elevation. (1',V.V, 6 >
<br />4 sections as required.) ; Lowest
<br />IL
<br />1
<br />--
<br />4"- CloteB
<br />"• Concrete for 0
<br />- e
<br />base. Pro -cost base
<br />moy be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />,107E: A 1'-6r concrete cane may be used if approved by this Engineer.
<br />SCALE
<br />FIELD BOOKS y0X/Z /1VC4V/ /
<br />F. B. Ns VZX7 7 /'1= ¢ L /AC/ s / /Q•�j/ 19TOAD
<br />EB. N! JOB N*5g105-0/-1
<br />F. B. W CODE IDRMING N
<br />Bolt
<br />to
<br />SECTION A -A SECTION B -B
<br />THE SPINK
<br />CORPORATION
<br />ENVIRONMENTAL PLANNING ' ENGINEERING
<br />ARCHITECTURE • SURVEYING • MAPPING • SYSTEMS
<br />720 F STREET- SACRAMENTO, CALIFORNIA 958!4 - PHONE (916)444-1170
<br />SH
<br />_ ;EET
<br />1.4
<br />
|