|
NOTES
<br />A. The Mr6ctural section sholl be dateimined
<br />by Improvement Standard No. A -I
<br />2. For curb, gutter and sidewalk details, refer to
<br />Improvement Standard No. B.-4 and No. B-5..
<br />3.11111 Intersoctlonsig 30' 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 sholl be provided.
<br />R/w IJ Street R/w
<br />5 1 1
<br />25,
<br />2' 5'J 2' 16' % I Z' 5 2' -
<br />ow
<br />A&Z jW AWN f10- Z 4A C
<br />A~ emer 0 4 -*f
<br />,e - V*m 50 street -
<br />R/w 7/, -5.0 R/W
<br />30, 30,
<br />20, go. 5 3-
<br />% % r
<br />21IM111111
<br />eA11590 y rr JF16WA .041
<br />0 - A z &.4 50 (� Street
<br />4
<br />2" ID
<br />I
<br />im"
<br />SUBDIV15ION STRE
<br />Z4-, W, or 3W" or"
<br />J
<br />40
<br />ft:MAIN sT-
<br />100 E-- !KT
<br />.11. t
<br />TYPICAL STREET
<br />Street
<br />Sign Location
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET
<br />NOTES
<br />t One street sign is required
<br />at oacn Intersection.
<br />Z Sock an ibe as to be acquired
<br />from no son Joinful" Carty Depeart-
<br />ment Of Planning orw Building Inspection.
<br />& See kripmonxint plane for location
<br />of STOP signs, when required.
<br />4 The kWh of the street sign varlas
<br />dus to the length of the street
<br />name.
<br />Back of Sidewalk
<br />.er_ (Edge of ftioment,
<br />or Bock of Curb.
<br />1�
<br />"CA311WRICU
<br />I 'Lalof;lt IM k �
<br />R-\
<br />L
<br />4
<br />Variable
<br />2!-0"
<br />Scoring Line
<br />it" Broom Finish Broom Finish Level Line
<br />r I'
<br />4 R to sr
<br />I L
<br />-- "7411(41 0
<br />50-0 16. L L IL
<br />Dowels 5 or%dia. x 24
<br />spaced 12"o.c., greased and
<br />wrapped one side through
<br />every expansion joint.
<br />MONOLITHIC CURB, GUTTER,
<br />a SIDEWALK
<br />NOTES;
<br />L Construct expansion joint* 0 200' maximum and of returns, around light poles.
<br />hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joint* shall b. spaced do 12' maximum intervals.
<br />Refloolair SIP-Csifornio Highway
<br />3A. giihoanfiw Code Tip 4 NN Sks isox wo
<br />bolft washer at 201;i
<br />A&I
<br />no6ders syms mi bay
<br />plased Let O. -C.\
<br />exas Select we&
<br />Dan" Ok surfaced
<br />four skim.
<br />NIP
<br />"wWwk or treated
<br />theiglas Mr sort000d
<br />fear "I.
<br />TYPE A
<br />Reflective Sign -Calf. Hwy�
<br />code W31, W Win ,
<br />Career as owdeade.�
<br />CENTER REFLgCTOR
<br />1�
<br />FOR TYPE T BARRICADE
<br />nWAAA1
<br />L Barriondes to be as wide as street R/W
<br />L Do ad@* to be PNWW white using 2
<br />awe of OlExterfor Alkyd Raisin HI -Gloss
<br />4 Enamor over a compatible prinw.
<br />BARRICADES FOR
<br />TERMIUATING §ZR.FLETS
<br />IL
<br />Site-Cifill
<br />Huy C044
<br />W31
<br />S%n - Calif Hwy
<br />Code Type MR
<br />111 10
<br />TYPE .13
<br />VERTICAL DATUM
<br />every expansion joint.
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />?,-a" Min.
<br />4'-0" Minimum (31dowalk) 12" 2,@-ow—/—Brmn Finish
<br />/-Broom Finish swNLM@ I R turns -in
<br />Slonsur r F1 �Lsvel Una
<br />+ Nn
<br />-"R
<br />16 JR
<br />T-
<br />6 120-
<br />Dowels-% or lodla. x 240 spaced
<br />12 " a. c., grimill and wrapped
<br />on* side through every
<br />expansion joint
<br />MONOLITHIC MEL
<br />CURB, GUTTER !$RgftLK
<br />NOTES:
<br />1. Construct expansion )*Is 61) ZOO` moninwen and of Wwns, around light POISS,
<br />hydrants and other fixed obleck of Sidevick
<br />2. Transverse weakened ithme )"a shol be tonsinectod (0 12' maxinnun intervals.
<br />CURB, GUTTER, 15 SIDEWALK
<br />allBDIVISION STagili
<br />Dia. or Sq. _-,Standard Frome :and
<br />6"1 Cover , Assembly
<br />A. C.
<br />P.C.C.�-a .0 a
<br />a No
<br />6
<br />4 0
<br />Survey mormmnt
<br />T� x wo kon, pin With
<br />Basement Soil Identification Marks
<br />TYPICAL SECTION
<br />Q-
<br />A. J;Z1, #
<br />X A
<br />SUR -b
<br />Raised Letters
<br />G* Diameter
<br />-5WRVEY bdQNUMENT SECTION A -A
<br />FRAME 8 QQVER A SEMBLY-
<br />DESIGNED REVISED -
<br />8S 7-449
<br />DRAWN
<br />CHECKED
<br />APPROVED 2001!ig4i��
<br />R.0-6. 13444--1
<br />-4-
<br />Ran#
<br />VIEW A -A
<br />1%
<br />0
<br />.54.
<br />MIN.
<br />Up 4 Sao Note
<br />b�jt�:4
<br />v I wIth
<br />VIEW B - 8
<br />3 -
<br />Approx. or
<br />Expansion Joint Typical 4
<br />4
<br />GROOVING Q TAIL
<br />Grooved in a herringbone
<br />pattem with 41 grooves approx.
<br />IJOOLC. : grooves should be
<br />aligned parallel to crosswalk
<br />strip".
<br />Grooves approx. V D.C.
<br />4 4
<br />R/W
<br />or
<br />-N,--l!MmEjxJ4M9-
<br />Crosswalk
<br />Face of
<br />Joint Typical
<br />NOTES: . I
<br />1. 6' Raw for 4 IN It height and 2% sidewalk slope. For 6" curb height either use 8' romp or transition
<br />1141v- from expansion joint to beginning of romp.
<br />curb height to
<br />2. Catch basins and other obstructions are not to be located within the wheelchair path area.
<br />3. See Standard 6-,kB-5, or B-6 for Curb,Gutfor & Sidewalk Details; and State Standard Plan NS -B for
<br />other defolk.
<br />WHEELCHAIR RAMP
<br />Backfill with materials equal to or
<br />batter than the existing pami nt
<br />In qualliv, and thickness.
<br />,(,-Existing Pavement
<br />0 6 Compact In le max. layers
<br />60MIn.. to a min. relative compaction
<br />(Typ.) of 95%lundler pavement and
<br />shoulder a, and 90%
<br />outside shoulders.
<br />Compact iin 2NN40max. layers
<br />to a minimum
<br />- relative compaction
<br />of 85 %.
<br />0 Compact in 6" layers
<br />17-7. o- 10.1 to a miftirrAffn
<br />Min.' 'Mi relative compaction Min.' 'Min.
<br />0. D. t 20" Min. Of 90 0. D. + 20m Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement *hall be neatly cut to line prior to trench excavation.
<br />Moterrial, Cost Iron 3. Jotting or -ponding wig be permitted within the street Right of Way with 3 year bond.
<br />4. When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction, may be used, when approved by the Director of Public Works.
<br />q ICY
<br />-
<br />f f RECOPS
<br />s
<br />CQ Corrections sy
<br />—10 es �Y,
<br />1 a e 9'
<br />Pers'on Using
<br />AM Wmation 8V
<br />ATTEBERRY &
<br />ASSOCIATES
<br />ENGINEERS - SURVEYORS - PLANNERS
<br />P.O. Box ISO
<br />ROSEVILLE, CA. 95661 (916) 782-3725
<br />TYPICAL TRENCH BACKFILL
<br />5740)90 PAWN
<br />Z 0Cee:,c0,e,0 6 Z Zl,,�Jv rel 6,01111.f 10A1
<br />r;ro4&04R40 40 6 7,41Z P
<br />mw /v,4�v/A/ eo4lAlry
<br />CC
<br />0. 13444
<br />OF CALIVS'
<br />SHEET
<br />OF
<br />z
<br />a
<br />z
<br />/SHCEOTS
<br />J- W-
<br />Water line
<br />NOTE: All radii Z unless
<br />,
<br />FS -
<br />Sanitary Sower line
<br />4
<br />N
<br />otherwise noted
<br />Depressed letter OWN or
<br />"So In
<br />curb to identify service
<br />locations
<br />3'- ON
<br />166 am
<br />Vertical Curb of
<br />Relwas
<br />N
<br />loffil Broom Finish
<br />Level Line
<br />0
<br />Dowels -:05 or Did. x 240 spaced 12"o \c
<br />L
<br />greased and wrapped one side through
<br />6"�
<br />every expansion joint.
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />?,-a" Min.
<br />4'-0" Minimum (31dowalk) 12" 2,@-ow—/—Brmn Finish
<br />/-Broom Finish swNLM@ I R turns -in
<br />Slonsur r F1 �Lsvel Una
<br />+ Nn
<br />-"R
<br />16 JR
<br />T-
<br />6 120-
<br />Dowels-% or lodla. x 240 spaced
<br />12 " a. c., grimill and wrapped
<br />on* side through every
<br />expansion joint
<br />MONOLITHIC MEL
<br />CURB, GUTTER !$RgftLK
<br />NOTES:
<br />1. Construct expansion )*Is 61) ZOO` moninwen and of Wwns, around light POISS,
<br />hydrants and other fixed obleck of Sidevick
<br />2. Transverse weakened ithme )"a shol be tonsinectod (0 12' maxinnun intervals.
<br />CURB, GUTTER, 15 SIDEWALK
<br />allBDIVISION STagili
<br />Dia. or Sq. _-,Standard Frome :and
<br />6"1 Cover , Assembly
<br />A. C.
<br />P.C.C.�-a .0 a
<br />a No
<br />6
<br />4 0
<br />Survey mormmnt
<br />T� x wo kon, pin With
<br />Basement Soil Identification Marks
<br />TYPICAL SECTION
<br />Q-
<br />A. J;Z1, #
<br />X A
<br />SUR -b
<br />Raised Letters
<br />G* Diameter
<br />-5WRVEY bdQNUMENT SECTION A -A
<br />FRAME 8 QQVER A SEMBLY-
<br />DESIGNED REVISED -
<br />8S 7-449
<br />DRAWN
<br />CHECKED
<br />APPROVED 2001!ig4i��
<br />R.0-6. 13444--1
<br />-4-
<br />Ran#
<br />VIEW A -A
<br />1%
<br />0
<br />.54.
<br />MIN.
<br />Up 4 Sao Note
<br />b�jt�:4
<br />v I wIth
<br />VIEW B - 8
<br />3 -
<br />Approx. or
<br />Expansion Joint Typical 4
<br />4
<br />GROOVING Q TAIL
<br />Grooved in a herringbone
<br />pattem with 41 grooves approx.
<br />IJOOLC. : grooves should be
<br />aligned parallel to crosswalk
<br />strip".
<br />Grooves approx. V D.C.
<br />4 4
<br />R/W
<br />or
<br />-N,--l!MmEjxJ4M9-
<br />Crosswalk
<br />Face of
<br />Joint Typical
<br />NOTES: . I
<br />1. 6' Raw for 4 IN It height and 2% sidewalk slope. For 6" curb height either use 8' romp or transition
<br />1141v- from expansion joint to beginning of romp.
<br />curb height to
<br />2. Catch basins and other obstructions are not to be located within the wheelchair path area.
<br />3. See Standard 6-,kB-5, or B-6 for Curb,Gutfor & Sidewalk Details; and State Standard Plan NS -B for
<br />other defolk.
<br />WHEELCHAIR RAMP
<br />Backfill with materials equal to or
<br />batter than the existing pami nt
<br />In qualliv, and thickness.
<br />,(,-Existing Pavement
<br />0 6 Compact In le max. layers
<br />60MIn.. to a min. relative compaction
<br />(Typ.) of 95%lundler pavement and
<br />shoulder a, and 90%
<br />outside shoulders.
<br />Compact iin 2NN40max. layers
<br />to a minimum
<br />- relative compaction
<br />of 85 %.
<br />0 Compact in 6" layers
<br />17-7. o- 10.1 to a miftirrAffn
<br />Min.' 'Mi relative compaction Min.' 'Min.
<br />0. D. t 20" Min. Of 90 0. D. + 20m Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement *hall be neatly cut to line prior to trench excavation.
<br />Moterrial, Cost Iron 3. Jotting or -ponding wig be permitted within the street Right of Way with 3 year bond.
<br />4. When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction, may be used, when approved by the Director of Public Works.
<br />q ICY
<br />-
<br />f f RECOPS
<br />s
<br />CQ Corrections sy
<br />—10 es �Y,
<br />1 a e 9'
<br />Pers'on Using
<br />AM Wmation 8V
<br />ATTEBERRY &
<br />ASSOCIATES
<br />ENGINEERS - SURVEYORS - PLANNERS
<br />P.O. Box ISO
<br />ROSEVILLE, CA. 95661 (916) 782-3725
<br />TYPICAL TRENCH BACKFILL
<br />5740)90 PAWN
<br />Z 0Cee:,c0,e,0 6 Z Zl,,�Jv rel 6,01111.f 10A1
<br />r;ro4&04R40 40 6 7,41Z P
<br />mw /v,4�v/A/ eo4lAlry
<br />CC
<br />0. 13444
<br />OF CALIVS'
<br />SHEET
<br />OF
<br />z
<br />a
<br />z
<br />/SHCEOTS
<br />
|