HomeMy WebLinkAbout648A-3Dowel'___
Dowel--
Anchor----
V;4"U
r,-+-------------�.r---------Y- W --------------------+-'-
�_ 1 Alternote Mar�101e `�
locations per wg. No. 2-D 157--, A
Dowel per Detail
-1
Dowel
-Anchor
, Cur �.
NOTES
1. CONNECTOR PIPE
Locate pipe of the downstream and of the basin unless
specifically noted otherwise on the general pion.
Pipe shall be trimmed to the final shape and length
before the placement of the concrete.
2. C T
C J
Design, fc • 3,000psi compressive strength at 28 days.
Floor of the basin shall slope from all wails to the
outlet and shall be given a steel- troweled surface
finish.
Curvature of the sill and the side walls at the gutter
opening shall be formed by curved forms.
Surface of all exposed concrete shall conform In grade,
slope, color, and finish to the existing, or
proposed,curb and walk adjacent to the basin.
3F.NT' (Sa. Dwg No. 2-0171 )
Top Slab - No. 3 or No 4 bars spaced as required on the
- -- r-1 ��— r\, �---
4_t__I_--• _
1N , \I
6
I Y 7 ' -?��
—*—
/i
I +C -L
I / I --,
6" �. moi,
_ I -p -
�tl I '2 Il
Iln Idlt/
I if
' 1 b
3 Radius---
the slope of the floor excetd 3:1
Std. Frame and Cover
�
W- 14'-0:; and b= S - 2"+ unless otherwise shown.
—�-0
#" Radius.. I per Dwg. No. 2-0156 I
Radius
Structural Plan.
Walls and Floor- As re ��ired b Std. Dw No. 2-D 172.
q y g
FLOW 4"Rodlus
Plate and Open
w Anchor per — r — `�� �"
� �` 4
Ow No 2-0232
g Relnf. per s,- 3" Radius 4. QlMEHSIOf�
Dwg. No. 2-D232 A Curb face at catch basin opening (Exist. C.F. f R ) shall
be as required by Std Dwgs. Nos. 2- D 88 , 2-0415 or
as shown on the general plan. '
Catch basins for W=10 feet or more shall have o "V"
TOP SLAB — STRUCTURAL PLAN depth at the upstream end equal to the curb face at
I
'*3 or14 bora, 4 req'd
"
Mi 90• • .
DETAIL OF DOWEL
per Dwg. No. 2-0224 CATC N ELAS I N N U. 3
"
3" Radius- �' PLAN, SECTION,
Supersedes drowing of the some number NI Slope to outlet
dotedfrom all directions ~ y I AND DETAILS
eoAw" •r
REVISIONS '-i- 1
A.S.H. VARK DAT[ DllCR1rT10f1 T W1 --- _y--^—
c"[c"r. •, l 1 — ""co.�N&A,"D •r - Apew ". nco"ru Mo 17
i-1-•71 AI�IIIo• to Rol• , •:� y.- E _
D. W. H. t -1. 14 •4 eo- e/%no/iw L %_ '` 4.
a 1 �• to
C. W.
1.
--- 2
".ism" »•
-. s[Ml" IV
ANT else M1T _1 A
Subgrade optional-' -►� i•�_ --� �— AM110V[O!Y
SECTION `A -�AlCAL! nATr D3WG. NO. 2 - D 16 3
NONE S -15-, SM[[T I of I
- - - - See Special Nole - - - - -.. _ .... - , ..... -
�--
Variable ------ --j ------- -------- �------- Voriob/e_---------I t
Side Opening I I I Side Opening I 1 I t Side Opening r K'
,- lz •; 1 - Basin I = Ba in ' ; Eosin D I
Cf. -- 11 t I I I`, Top of Curb -1 t I I t / 1 } I 1 CF
r 1 i
float/; Str.6r ", -'_� ___-------` �AllCurb races b'rjue%�'----- --- ----=------------------ --- - -- - - on/Bre
40. `O�r� -Strni ht Erode orsee note f " -Rid Line V ' �oriohle
-�� -Ridge �' Point M
-Stro% ht Erode or see ncte f"
Sae nule'b " CASE A ALa. � _ See nota "b"
D
°Special Note: Where no curb exists, curbs shall be� ,'�i4id e Line
constructed between ends oP t'. oeal Depression. Curb -//y 0(Round 0/'/')
section shall conrorm to that of controlling ogeney. 'L •1 _ ��(\ i •..... —� Exs,� -1 •�- �� - �0
_ _ ♦ F•-- 't. Gu/tee Lige l •• o _ s _
.See Special Note - - - - - � xist
` '1 Curb Poin/ A- 'r I , f'(.: lit Q ' 1 ' • ( G ' - - �->c • 30008
---�'-
-------�•i----Vor%able-----�� --K--`�--; r-- L- - 4 ..- CV4/74b/eL ' '`�. i-- - - - - - -I O28d6ys
I i I2 I I-- Side Opening D i `t
_ 11' Eosin �•.i f ► IC.f ELEVATION SECTION D -D m
_C._f i ; ToobrCurb- _ t ,� _ _ _ _ _ NOTES
a Local Depressiba sho/l be Case H unless olh. erwise specil led on generol pion.
flow ;--- Str 6r t �fqtv/Curb faces}. >Q ; , o b. b'levations of outer corners shown on general plan. if'no a/evolions are spaci.'i'ed, !
c4_,., note"f" l 44 the outer eld or Lorca/ Aespnrssl'on shot! contbrm to t7nrshed slraet sur/bce.
a�se� - �Voripble
V ht drop Ling- �- 1gf M 1 c.. takes shall set togrndaalong the volley and olonrg the ridgefine touter
-Sfro RId9e „ „ edge oroctuol depressed area). Stokes N of points M and sholl be set
_ -Strai ht Grade or see note f __ on a straight grade between tops of end hwders(if'on a vertical curve
.
„ , L,.. , see note r"). These stakes shall not be removed until just belbre the
_Bels Hole b_,/ CASE B D Sim note 'b f<nol finishing.
d Cr • 4feet unless otherwise spxifYed. K • 5 fbet unless otherwise spe-ciriej
L -6
" „
H - 41nclies cInle.s•s o/herw;'se sho�Y4 or) the genoro+/ plarl.
- - - - - See special Nola - - - - - - e Points A on d Bshe// be se/ at N inches be%w ex4s11*n9
/ r 1 ' ul/er rade
/ " 1 Side f 1 , M � I f' pPcioldetails governing the construction of'this Local Depression on
I, l /? "i I k 0pent ;! lZ '� ver ticol curve shown on general plan.
T000f Curb E3osin r - - C f
- • - f flt)lCurb - • : -
Flow ---StrGr .1 Q �s. --Str.6r.-- I flow REFERENCES REVISION$ LOS ANGELES :.OUNTY
fact' ►-�--- ' MAwK OAT[ oucRIPT1o» FL -000 CONTROL 7,5•rRICT
1 ti
S" • i S
1 1
r.G , �;;.%,.
`� Voriob/e x >-„,: c,1����►K-r�. •s LOCAL DEPRESSION N0.2
Ridge Linc. _ �,` . ,_ I o u c�A,.,�..� �;.
-'Stroi h t Erode or see Hots P ~� n e �„ 5 ,���►,� Nor.
' ”" a rPS,i Added No/ss and F' O R SIDE OPENING
_ Y
chanegded 4'to w CATCH BASINS
seenote'b",�� PbintA? 'D Pointl1f ��, Seenolc'b' u 6-17-1) J.Aad%1 No/f
CASE
_ v 9- J $1 CNAwalD ARRvrY, AP•"ovo •_�
CASE C s-/�-�� ♦1rvSt0, t� nn t
• flllklTi O K RIco.1Nc"OLO R7 DAT[ No 4- D 86
OF I
the catch basin plus 12 Inches,1 but in no case shall
the slope of the floor excetd 3:1
Std. Frame and Cover
�
W- 14'-0:; and b= S - 2"+ unless otherwise shown.
—�-0
#" Radius.. I per Dwg. No. 2-0156 I
V • 4 , unless otherwise shown.
`�`. Anchor,_W.-Face
Plate and Open
t = 6" If V -4'-O" or less.
`�` aI
i per Dwg. No. 2-023
18" If V • 4'- I " to 8'-0".
T-- +• �'
t 10 If V= 8'- 1"or more.
- f.
'�_
' N I C ., n'•
_�_ _ _
�� . Street or ? 5• TS EPS ( Sid. No. 2-0 96 )
1
�'y� j 1 -I" ql ►
'Dowel
r i L.D.-surface I
"Dwg.
V to 3-G (incl.) place one step 12 inches above the
" ii r- I
`;r• I -~ t - It
° I
floor of the basin.
I
V over 3'-0" , place steps of 12 -inch intervals from the
I Dowel-' I
i Protection Bur and l
floor of the basin with the lop step of 12 inches (minimum)
4" ,-Step per. Dwg. No. L
?,. Support Bolt per �
below the lop surface of the top slob.
01 1 • 1 ' 2-D96 and Note 5
zl ;��4—
• Dwg. No. 2- 0 I75 t
and 2-0 232 I
_
LOS ANGELES COUNTY
n
> I
FLOOD CONTROL DISTRICT
int �---------------
,ty
,Alternate connections
per Dwg. No. 2-0224 CATC N ELAS I N N U. 3
"
3" Radius- �' PLAN, SECTION,
Supersedes drowing of the some number NI Slope to outlet
dotedfrom all directions ~ y I AND DETAILS
eoAw" •r
REVISIONS '-i- 1
A.S.H. VARK DAT[ DllCR1rT10f1 T W1 --- _y--^—
c"[c"r. •, l 1 — ""co.�N&A,"D •r - Apew ". nco"ru Mo 17
i-1-•71 AI�IIIo• to Rol• , •:� y.- E _
D. W. H. t -1. 14 •4 eo- e/%no/iw L %_ '` 4.
a 1 �• to
C. W.
1.
--- 2
".ism" »•
-. s[Ml" IV
ANT else M1T _1 A
Subgrade optional-' -►� i•�_ --� �— AM110V[O!Y
SECTION `A -�AlCAL! nATr D3WG. NO. 2 - D 16 3
NONE S -15-, SM[[T I of I
- - - - See Special Nole - - - - -.. _ .... - , ..... -
�--
Variable ------ --j ------- -------- �------- Voriob/e_---------I t
Side Opening I I I Side Opening I 1 I t Side Opening r K'
,- lz •; 1 - Basin I = Ba in ' ; Eosin D I
Cf. -- 11 t I I I`, Top of Curb -1 t I I t / 1 } I 1 CF
r 1 i
float/; Str.6r ", -'_� ___-------` �AllCurb races b'rjue%�'----- --- ----=------------------ --- - -- - - on/Bre
40. `O�r� -Strni ht Erode orsee note f " -Rid Line V ' �oriohle
-�� -Ridge �' Point M
-Stro% ht Erode or see ncte f"
Sae nule'b " CASE A ALa. � _ See nota "b"
D
°Special Note: Where no curb exists, curbs shall be� ,'�i4id e Line
constructed between ends oP t'. oeal Depression. Curb -//y 0(Round 0/'/')
section shall conrorm to that of controlling ogeney. 'L •1 _ ��(\ i •..... —� Exs,� -1 •�- �� - �0
_ _ ♦ F•-- 't. Gu/tee Lige l •• o _ s _
.See Special Note - - - - - � xist
` '1 Curb Poin/ A- 'r I , f'(.: lit Q ' 1 ' • ( G ' - - �->c • 30008
---�'-
-------�•i----Vor%able-----�� --K--`�--; r-- L- - 4 ..- CV4/74b/eL ' '`�. i-- - - - - - -I O28d6ys
I i I2 I I-- Side Opening D i `t
_ 11' Eosin �•.i f ► IC.f ELEVATION SECTION D -D m
_C._f i ; ToobrCurb- _ t ,� _ _ _ _ _ NOTES
a Local Depressiba sho/l be Case H unless olh. erwise specil led on generol pion.
flow ;--- Str 6r t �fqtv/Curb faces}. >Q ; , o b. b'levations of outer corners shown on general plan. if'no a/evolions are spaci.'i'ed, !
c4_,., note"f" l 44 the outer eld or Lorca/ Aespnrssl'on shot! contbrm to t7nrshed slraet sur/bce.
a�se� - �Voripble
V ht drop Ling- �- 1gf M 1 c.. takes shall set togrndaalong the volley and olonrg the ridgefine touter
-Sfro RId9e „ „ edge oroctuol depressed area). Stokes N of points M and sholl be set
_ -Strai ht Grade or see note f __ on a straight grade between tops of end hwders(if'on a vertical curve
.
„ , L,.. , see note r"). These stakes shall not be removed until just belbre the
_Bels Hole b_,/ CASE B D Sim note 'b f<nol finishing.
d Cr • 4feet unless otherwise spxifYed. K • 5 fbet unless otherwise spe-ciriej
L -6
" „
H - 41nclies cInle.s•s o/herw;'se sho�Y4 or) the genoro+/ plarl.
- - - - - See special Nola - - - - - - e Points A on d Bshe// be se/ at N inches be%w ex4s11*n9
/ r 1 ' ul/er rade
/ " 1 Side f 1 , M � I f' pPcioldetails governing the construction of'this Local Depression on
I, l /? "i I k 0pent ;! lZ '� ver ticol curve shown on general plan.
T000f Curb E3osin r - - C f
- • - f flt)lCurb - • : -
Flow ---StrGr .1 Q �s. --Str.6r.-- I flow REFERENCES REVISION$ LOS ANGELES :.OUNTY
fact' ►-�--- ' MAwK OAT[ oucRIPT1o» FL -000 CONTROL 7,5•rRICT
1 ti
S" • i S
1 1
r.G , �;;.%,.
`� Voriob/e x >-„,: c,1����►K-r�. •s LOCAL DEPRESSION N0.2
Ridge Linc. _ �,` . ,_ I o u c�A,.,�..� �;.
-'Stroi h t Erode or see Hots P ~� n e �„ 5 ,���►,� Nor.
' ”" a rPS,i Added No/ss and F' O R SIDE OPENING
_ Y
chanegded 4'to w CATCH BASINS
seenote'b",�� PbintA? 'D Pointl1f ��, Seenolc'b' u 6-17-1) J.Aad%1 No/f
CASE
_ v 9- J $1 CNAwalD ARRvrY, AP•"ovo •_�
CASE C s-/�-�� ♦1rvSt0, t� nn t
• flllklTi O K RIco.1Nc"OLO R7 DAT[ No 4- D 86
OF I