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it
<br />TYPICAL _ TREET"_. Siia
<br />04
<br />NOTES'
<br />L One street sign is rewired
<br />at earn irtftsection.
<br />Schack nuntors are to be acquired
<br />from the son J uin courlty Depart-
<br />____._ nt of Pyr Building msp"Aom
<br />3. See improverromit pliam for location
<br />of STOP sig", n required.
<br />[-MAIN {I th of the street sic,lin varies
<br />duos to t ' h of the street
<br />nome,
<br />Edge of Pawemil nt,
<br />Back of Sidewalk
<br />or Brack of Curb
<br />_ Street
<br />Sign Location ` O
<br />2" IGS pipe _.,.� _ �� STREET --SIGN POST
<br />LOCATION
<br />"
<br />tNJIALT{ON
<br />C1ICL or aq.
<br />--- Standard Frame and
<br />0
<br />6 f Cover Assembly
<br />a cs
<br />Po
<br />A. 6,
<br />"
<br />;y m,. i,,.,aC,%'�.%✓�°i'ati wrrr��a�:'`,°�. "��;.;'% r .'.'�`,: ,,." f"P" �.:.�Td.+v"'��n;s'd�"i;C
<br />c ..Suw-�vyMor rent
<br />(Undisturbed
<br />easement Grail " x 30" iron Pin With
<br />Identification Marks
<br />TYPICAL SECTION
<br />I
<br />Tim Roisad Letters
<br />—Frame
<br />N
<br />Material, Coast Irian
<br />\\
<br />f Y lid
<br />t"
<br />Re€ octcos syrw* rk:aily
<br />placed 12°x 0,-C�
<br />20xd" tect lade
<br />Douql,u Fr vxfoced
<br />f" lades.
<br />a
<br />TYPE ti #I
<br />NQTF a"
<br />I. The structural section shall be }•
<br />oVdr C" r�fivt1 rvrt ria
<br />3, At Intersections,
<br />a 27' radius for 50' and SC` R/W streets
<br />at the face of the curb shad be provided,
<br />€ Street
<br />�Re�d I R/W
<br />Street
<br />._._,m ......... ._,. 6 C^
<br />0,- _ _._..__ 3Q`
<br />1 <2 dry %
<br />n _
<br />_F711
<br />Im
<br />_ 4°-C" Minimum (Sidewalk)---- 12 ° _.. ._ 2 r " -- Er Firish
<br />— Broom Finish w s ". 1« _ } - At Returns "
<br />per 1" l 1 —Level Ur•e
<br />10-L F
<br />6" 12"
<br />vnals-415 or dlas, x 24 spaced
<br />12" o. C., greaud and wcpped
<br />one side through every
<br />expansions join
<br />w
<br />MCS'CLITHIC BEVEL TYPE
<br />CURB GUTTER SIDEWALK
<br />NOTES:
<br />1, Consiruct expansion joints 6 20imurn and at returns, around light Pales,
<br />hydrants and other fixed objects at sidewalk.
<br />2, Tronsvefte weakened p6 .ats const ted 4 12' maximum intetvals.
<br />Transrticn Ra Trtar e i
<br />, 4'
<br />� -l- � l._i � �' Nati ! !
<br />`�IE� p —_-_ 4 4
<br />bevel with
<br />4 mfg
<br />! VIEW
<br />1 Appr. 4 Cd
<br />I t"
<br />1 .l-- Ex ponsscan Joint Typical
<br />.,..,_„ ' ...._.,.. Yom,*"",-- �.✓Y �, 8,W �' A 4'..A" �� 'r
<br />GROOVING DETAIL
<br />`� Crc�awad in a herringbone
<br />pattern with I' grooves approx
<br />1 " C,C, ; res should be
<br />4N; alis d pgrotAl to crosswalk_.. _„ _ _ ,✓ r/ �t� � � stapes,
<br />Groomes approx. 0 C.
<br />,P ty Line
<br />12"
<br />10,
<br />t
<br />-Expansion Joint Typical
<br />Faca of Our
<br />NOTES'
<br />1. 6, Ramp for 41 curb height and 2% sidewalk slope. Far 6" curb height either use 6" resvtp or trwsitiort
<br />curb haight to 4�,°i from expansion joml to beginning of ramp.
<br />2. Catch basins and other obstructions ora not to b -a l"ated within the *heelchair path arca.
<br />3, Curb, Gutter 8k Sidew(uk Details;
<br />1
<br />i
<br />i
<br />Fd�crran� "c:115
<br />(..
<br />w
<br />T
<br />b
<br />o �_ aM A""
<br />t
<br />{�,l 1. �177,77
<br />1 �p
<br />17 r7 .�
<br />a
<br />SECTION A- A
<br />_------ NOTE `S I. Irving type grate may be
<br />used as allerncate
<br />kt 2. Grate shall be fastened to frame
<br />with 18ox-4" heat•trecated chain,
<br />PLAN
<br />4
<br />«m.• rl
<br />t_ry
<br />2"-
<br />-2-4
<br />r.
<br />SECTION B -
<br />JOB, _N � �aREVISIONS
<br />1 APPROVED_._ .._ __, ____._ DATE � I
<br />�
<br />N . DESCRIPTION DATE BY
<br />PLANNING " ENGINEERING " SURVEYING ALE Fi Fi1Z
<br />TOCKTON, CALIFORNIA � A� VERT
<br />DRAW
<br />69 CHECK
<br />0
<br />I . _ „71
<br />N•4+
<br />Expansion joint C Typ. )
<br />I f Frame 13 grata Far' def
<br />FL
<br />I ` 02) Two feet Minimum "o finished grade MF
<br />f
<br />in new development. In existing streets,
<br />may be less °hon 2" with she
<br />1 �!
<br />H U c proval of the Engineer
<br />\
<br />3) 24" pipe barrel sr'czi be Class LII R.C.P
<br />ur CIas. III' XC;,P
<br />Frame 8i Grate _
<br />LANF
<br />M,
<br />Class "i" Concrete
<br />SECTION
<br />Cast iron Frame and C w" ,,�
<br />Top of pavement grade
<br />Precast reinforced concrete
<br />grade adjustment rings ._.__.__
<br />2", 3", 4" a 6" sections c',_, _,Y.___.,
<br />as required
<br />Precast r e i n f c r c e d ,_._.___ _ C ici e eo
<br />A, p
<br />concrete Cone,
<br />All joints rr4rtared and
<br />bcu,wded with rnariar on
<br />both interior and exterior ,, Min,
<br />surfaces.
<br />Precast reinforced manhole
<br />pipes„ ASTM 0478, adjust to 4'— G" Dira_rn "„ .2
<br />4' wticx as regmret9) .. w___ t, Lowest
<br />r
<br />c
<br />>� t I
<br />4 ^""" Class "B" Concrete for
<br />base. Pre- cost base
<br />mc,y be used if approved
<br />by the Enrineer,
<br />ELEVATION
<br />STORM -SEWER MANHOLE
<br />NOTE A I` S" Concrete cone may be used if approved by the Engineer,
<br />HOMES'
<br />G..ATt.1R0P
<br />LATHROP VILLAGE CALli=c>RNiA
<br />DETAIL. SHEE IN r
<br />SHEE..T.
<br />5
<br />OF
<br />FILE
<br />6"x 6- dense
<br />strwOural grade
<br />R*dwood, treated
<br />"
<br />FkSrnlock or treated
<br />°
<br />taoQgIQs Fir surfaced
<br />foar sides,
<br />NQTF a"
<br />I. The structural section shall be }•
<br />oVdr C" r�fivt1 rvrt ria
<br />3, At Intersections,
<br />a 27' radius for 50' and SC` R/W streets
<br />at the face of the curb shad be provided,
<br />€ Street
<br />�Re�d I R/W
<br />Street
<br />._._,m ......... ._,. 6 C^
<br />0,- _ _._..__ 3Q`
<br />1 <2 dry %
<br />n _
<br />_F711
<br />Im
<br />_ 4°-C" Minimum (Sidewalk)---- 12 ° _.. ._ 2 r " -- Er Firish
<br />— Broom Finish w s ". 1« _ } - At Returns "
<br />per 1" l 1 —Level Ur•e
<br />10-L F
<br />6" 12"
<br />vnals-415 or dlas, x 24 spaced
<br />12" o. C., greaud and wcpped
<br />one side through every
<br />expansions join
<br />w
<br />MCS'CLITHIC BEVEL TYPE
<br />CURB GUTTER SIDEWALK
<br />NOTES:
<br />1, Consiruct expansion joints 6 20imurn and at returns, around light Pales,
<br />hydrants and other fixed objects at sidewalk.
<br />2, Tronsvefte weakened p6 .ats const ted 4 12' maximum intetvals.
<br />Transrticn Ra Trtar e i
<br />, 4'
<br />� -l- � l._i � �' Nati ! !
<br />`�IE� p —_-_ 4 4
<br />bevel with
<br />4 mfg
<br />! VIEW
<br />1 Appr. 4 Cd
<br />I t"
<br />1 .l-- Ex ponsscan Joint Typical
<br />.,..,_„ ' ...._.,.. Yom,*"",-- �.✓Y �, 8,W �' A 4'..A" �� 'r
<br />GROOVING DETAIL
<br />`� Crc�awad in a herringbone
<br />pattern with I' grooves approx
<br />1 " C,C, ; res should be
<br />4N; alis d pgrotAl to crosswalk_.. _„ _ _ ,✓ r/ �t� � � stapes,
<br />Groomes approx. 0 C.
<br />,P ty Line
<br />12"
<br />10,
<br />t
<br />-Expansion Joint Typical
<br />Faca of Our
<br />NOTES'
<br />1. 6, Ramp for 41 curb height and 2% sidewalk slope. Far 6" curb height either use 6" resvtp or trwsitiort
<br />curb haight to 4�,°i from expansion joml to beginning of ramp.
<br />2. Catch basins and other obstructions ora not to b -a l"ated within the *heelchair path arca.
<br />3, Curb, Gutter 8k Sidew(uk Details;
<br />1
<br />i
<br />i
<br />Fd�crran� "c:115
<br />(..
<br />w
<br />T
<br />b
<br />o �_ aM A""
<br />t
<br />{�,l 1. �177,77
<br />1 �p
<br />17 r7 .�
<br />a
<br />SECTION A- A
<br />_------ NOTE `S I. Irving type grate may be
<br />used as allerncate
<br />kt 2. Grate shall be fastened to frame
<br />with 18ox-4" heat•trecated chain,
<br />PLAN
<br />4
<br />«m.• rl
<br />t_ry
<br />2"-
<br />-2-4
<br />r.
<br />SECTION B -
<br />JOB, _N � �aREVISIONS
<br />1 APPROVED_._ .._ __, ____._ DATE � I
<br />�
<br />N . DESCRIPTION DATE BY
<br />PLANNING " ENGINEERING " SURVEYING ALE Fi Fi1Z
<br />TOCKTON, CALIFORNIA � A� VERT
<br />DRAW
<br />69 CHECK
<br />0
<br />I . _ „71
<br />N•4+
<br />Expansion joint C Typ. )
<br />I f Frame 13 grata Far' def
<br />FL
<br />I ` 02) Two feet Minimum "o finished grade MF
<br />f
<br />in new development. In existing streets,
<br />may be less °hon 2" with she
<br />1 �!
<br />H U c proval of the Engineer
<br />\
<br />3) 24" pipe barrel sr'czi be Class LII R.C.P
<br />ur CIas. III' XC;,P
<br />Frame 8i Grate _
<br />LANF
<br />M,
<br />Class "i" Concrete
<br />SECTION
<br />Cast iron Frame and C w" ,,�
<br />Top of pavement grade
<br />Precast reinforced concrete
<br />grade adjustment rings ._.__.__
<br />2", 3", 4" a 6" sections c',_, _,Y.___.,
<br />as required
<br />Precast r e i n f c r c e d ,_._.___ _ C ici e eo
<br />A, p
<br />concrete Cone,
<br />All joints rr4rtared and
<br />bcu,wded with rnariar on
<br />both interior and exterior ,, Min,
<br />surfaces.
<br />Precast reinforced manhole
<br />pipes„ ASTM 0478, adjust to 4'— G" Dira_rn "„ .2
<br />4' wticx as regmret9) .. w___ t, Lowest
<br />r
<br />c
<br />>� t I
<br />4 ^""" Class "B" Concrete for
<br />base. Pre- cost base
<br />mc,y be used if approved
<br />by the Enrineer,
<br />ELEVATION
<br />STORM -SEWER MANHOLE
<br />NOTE A I` S" Concrete cone may be used if approved by the Engineer,
<br />HOMES'
<br />G..ATt.1R0P
<br />LATHROP VILLAGE CALli=c>RNiA
<br />DETAIL. SHEE IN r
<br />SHEE..T.
<br />5
<br />OF
<br />FILE
<br />
|