HomeMy WebLinkAbout5223-4R=1/2"
REGULAR
CONCRETE
r�
8
24" .4
NOTE
SECTION
INLET TYPE 2
10"
BAR 250
5/8"
(16 mm)
E
�� 1/4• ( mm
DETAIL OF ANCHOR
CUM FACE
POINT M POINT N
INLET INLET
TYPE 2 1 TYPE 1
19' (Joao mm)
TC GRADE LINE AS
SHOWN ON PROFILE
TOP OF CUM ----%
FL�r
POINT M POINT N
i5
PLAN
s
PROFILE
FOR S = JW (750 mm) AND LESS, USE 2
ANCHORS. 01ERMSE, USE 3 ANCHORS. Ita
AOR S = 48' (1200 NNS) AND LESS,
B=r(75mm)
LISE 1 2-1 (Mr71x9 b)
AiRMSE 8 =,C (100 mm}.USE 3-1/2"xsxl/Y
'ah7kd27) GALYANM STEEL ANGLE.
1 BARS ARE 03 (/IOM).
6• V75 mm) MIN
(150 mm)
B SECTION
INLET TYPE 1
,H 3"
75 mm) CURB FACE
FL
POINT P POINT Q
10• (Joao r,N,r)
TCP OF CM
POINT �PP�OINT Q
LVMNZED STEEL SCK
MLLE FIRM
AN
SArmp xi7 , -SF.E NOTE 8
�200 mm�`-'1"X�7D mm) c�
SECTION A -A ,�
i ��
s s• 0 6
mm A 1 rnrn EE
m J
E.
E
'do �
v
[tet—/'+YI lIA I f-1 !'ki
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
my 1w
!
L
PtMPJarreomut-GAwn
" ATim
"m
PARKWAY DRAIN
151-2
rWV� Awa 2000
X11
WORKS CONS— UCSH
11
i5
PLAN
s
PROFILE
FOR S = JW (750 mm) AND LESS, USE 2
ANCHORS. 01ERMSE, USE 3 ANCHORS. Ita
AOR S = 48' (1200 NNS) AND LESS,
B=r(75mm)
LISE 1 2-1 (Mr71x9 b)
AiRMSE 8 =,C (100 mm}.USE 3-1/2"xsxl/Y
'ah7kd27) GALYANM STEEL ANGLE.
1 BARS ARE 03 (/IOM).
6• V75 mm) MIN
(150 mm)
B SECTION
INLET TYPE 1
,H 3"
75 mm) CURB FACE
FL
POINT P POINT Q
10• (Joao r,N,r)
TCP OF CM
POINT �PP�OINT Q
LVMNZED STEEL SCK
MLLE FIRM
AN
SArmp xi7 , -SF.E NOTE 8
�200 mm�`-'1"X�7D mm) c�
SECTION A -A ,�
i ��
s s• 0 6
mm A 1 rnrn EE
m J
E.
E
'do �
v
[tet—/'+YI lIA I f-1 !'ki
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
my 1w
STANDARD PLAN
PtMPJarreomut-GAwn
" ATim
"m
PARKWAY DRAIN
151-2
rWV� Awa 2000
WORKS CONS— UCSH
24"
1 6" 1 18" 1
-PERVIOUS
CONCRETE
—R=1/2"
0
12.0'
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W UNE.
3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W UNE IS NOT REWIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W UNE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 do 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm)
AT POINT N AND P.
7. THE 3- (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.OX
e
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
151-2
t I
PARKWAY DRAIN
!2JEET 2 OF 2
AGGREGATE PROP. SIDEWALK PROP. 8"x 18"
No. 22% 2%' PERVIOUS
CONCRETE C&G
SAWCUT AND REMOVE
EXIST. PAVEMENT
EXIST. GROUND
_ REMOVE EXIST. A.C. DIKE
_
FABRIC12OZ/SY EXTILE 3.0' GRIND 0.10' MIN.
5' 1' WHERE APPLICABLE
! EXIST. PAVEMENT (MIN.) (MIN.)
REMOVE REDWOOD HEADER
AGGREGATE AND OVERLAY WHERE APPLICABLE
No. 2 NON—WOVEN GEOTEXTILE 0.10' MIN.
2.0' FABRIC 12 OZ/SY 7—
J
i I �i►T . i �i Lam+= SEE DETAIL —
1}MS SHEET EXISTING PAVEMENT 7 NEW PAVEMENT
MODIFIED PERVIOUS CONCRETE
CURB AND GUTTER PER CITY OF CURB AND GUTTER SECTION DETAIL 'A"
FONTANA STD. PLAN No 1000 NOT TO SCALE NOT TO SCALE
NOT TO SCALE
M