HomeMy WebLinkAbout4165-3mm (4)
A OR B
_1220
A 915 mm (3) MIN
PLMJC WORKS STANIDAMS 010M
MCDOOOK OM"T?M CURB RAMP
1"t
20 mm (4 0001
790 (2.63')
MIN -,,,_,,--TRANSITION
1220 mm
4:1 MIN
Q>
Tl �mm
91 mm
125 (5")
z MIN z
JIDEB
L
3 MIN
ME
NOTE 8
iOTE 8
2765 (9.2l')
EAK
cum
GRADE BREAK
NOTE 2
N
<I
3555 (11.")
z
3000 (10. 00')
0
.. .... .
.. ........
8.33
0-
CL
CURB./"
X x
-
0. 0)
CURB FACE/
X I- A x -1
8 FACE/ mm
CURB"_
.
41)
T
--met
A.
U
4
A OR 8
ME
TYPE 1
TYPE 2
CASE A
STANDARD PLANS FORPUBLIC, WORKS CONSTRUCTION
A OR B
"affil c PLAN
PLMJC WORKS STANIDAMS 010M
MCDOOOK OM"T?M CURB RAMP
1"t
111-3
790 (2.63')
SHEET 6 OF 10
1220 mm
�4)
Q>
Tl �mm
MIN
125 (5")
z MIN z
JIDEB
L
1800 (6.OY)
ME
NOTE 8
2100 (7.00')
2765 (9.2l')
EAK
cum
GRADE BREAK
NOTE 2
N
<I
3555 (11.")
z
3000 (10. 00')
3950 (13.16')
E E
E
a. CL
1220 mm �41 z
915 mm (3' M N
'MN
NOTE
CURB./"
X x
-
0. 0)
CURB FACE/
T_
R
122 mm
CURB"_
.
4f)
A.
U
4
A OR 8
ME
SEE FIGURE 1
TYPE 2
CASE A
STANDARD PLANS FORPUBLIC, WORKS CONSTRUCTION
PRMULGATEO ay The
"affil c PLAN
PLMJC WORKS STANIDAMS 010M
MCDOOOK OM"T?M CURB RAMP
1"t
111-3
790 (2.63')
SHEET 6 OF 10
Frm
61
S
-01*
1220 mm (4)1-----�
915 mm (S) MIN
- wo W, I
7-
<1 1220 mm (4
915 mm (3,
)IM
PLANTINGL,,
d- AREA
CURB/�
CURB FAC
X=1220 mm (4')
MEN ADJACENT
TO PLANTIING AREA
ADE BREAK
MARKED
CROSSWALK
NOTE 2 TYPE I
NOTE 8
nmr%v%fNv_U
CROSSWALK
S 2%
MAT
X
29
Z OR On c7l.
S C LES
NOTE 2 Z -X
7 1110NEKammom x
915 mm 04
F) MIN -
mu
Ejo
E
0
C14
N
MAX MARKED
CROSSWALK
imum "'GRADE BREAK
CUR&" Ix -1- -11- x" ----
CURB 20 inm NOTE 8 TYPE 2
(4')
CASE E
m
MARKED
CROSSWALK
STANDARD PLANS FOR PUBIJC WORKS CONSTRUCTION
TANMOCV ,PLAN
111-3
2% MAX
RADE BREAK
CURB RAMP
1200 (4.00') MIN
790 (2.63')
SHEET 6 OF 10
r#1
1220 mm (4,
-lil 5 mm (y)
E
E
C)
0-11
x NO
x
PLANTING
CL AREA
CURB/"w
CURB FACE/
WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
VA
1* BCR
111 '3
2% MAX
RADE BREAK
NOTE 8
1200 (4.00') MIN
790 (2.63')
EUEET 7 SLr 1Q
Frm
61
Q>
Tl �mm
R
125 (5")
z MIN z
JIDEB
NO 2-m.,
1800 (6.OY)
ME
IYPE 3
SEE NOTE 6 -
do Y 1220 mm (41
SEE TABEE I --vi-5-mm (3') M
EXISTING ROUNOE 'TOP OF
ROADWAY A4A. EDGE
A2-0 CURB AND GUTTER
SEQTIQ�j A -A
USE FIGURE 1 TO DETERMINE
MICH OF SECTIONS A -A, B-H
SEE NOTE 6 PARKWAY - OR C -C IS APPROPRIATE.
Y __1220 mm (411
EXISTING ROUNDED JOP OFI
ROADWAY EDGE RAMP/ DEPRESS BACK OF WALK
SEE DETAIL A. 8, C OR 0,
29 AX SHEET 10.
---A2-0 CURB AND GUTTEi�-
SE.CTION-6-8
SEE NOTE 6 emKW&
EXISTING Y
ROADWAY '51 'WA)( DEPRESS BACK OF *LK
SEE DETAIL A, 8, C OR E),
--2Y, MAX SHEET 10.
A2-0 8 AND GU
SECTION -C -C
1.220 mm (41 z
DEPRESC BACK OF WALK
�77
�_Pcc WAALK
SECTIQN, R -R
Z OR LESS
J220 mm
z z
-F I- __ - I I
DEPR SS BACK OF WALH-
PCC SIDEWALK
SECTION S -S
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
111 '3
PARKWAY
21 MAX
1200 (4.00') MIN
790 (2.63')
EUEET 7 SLr 1Q
1220 mm (4,
R
R
Tl �mm
R
125 (5")
z MIN z
JIDEB
NO 2-m.,
1800 (6.OY)
ME
z
r -l- 2
2100 (7.00')
2765 (9.2l')
EAK
2400 (8.00')
GRADE BREAK
N
1220 mm 4'
3555 (11.")
z
3000 (10. 00')
3950 (13.16')
E E
E
SECIION A-
ANDiNG = 1220 mm.
1220 mm �41 z
915 mm (3' M N
'MN
NOTE
A81��l
I
Bi:R
0. 0)
PCC WALK
1220 mm (4')
R 4A
CURB"_
915 mm (S) MIN
CURB FACE
A.
JX
4
NOTE
ME
PLANTING
AREA
MEMENE -ENE.
0
SEE FIGURE I
TYPE 5
k
CURB/
PLANTING AREll
CURB FACE/
CU
MERE PLANTING AREA
ADJACENT TO THE CURB
IS
RAMP,
TYPE 4
USE CASE A, TYPE 6
CAS E A
SEE NOTE 6 -
do Y 1220 mm (41
SEE TABEE I --vi-5-mm (3') M
EXISTING ROUNOE 'TOP OF
ROADWAY A4A. EDGE
A2-0 CURB AND GUTTER
SEQTIQ�j A -A
USE FIGURE 1 TO DETERMINE
MICH OF SECTIONS A -A, B-H
SEE NOTE 6 PARKWAY - OR C -C IS APPROPRIATE.
Y __1220 mm (411
EXISTING ROUNDED JOP OFI
ROADWAY EDGE RAMP/ DEPRESS BACK OF WALK
SEE DETAIL A. 8, C OR 0,
29 AX SHEET 10.
---A2-0 CURB AND GUTTEi�-
SE.CTION-6-8
SEE NOTE 6 emKW&
EXISTING Y
ROADWAY '51 'WA)( DEPRESS BACK OF *LK
SEE DETAIL A, 8, C OR E),
--2Y, MAX SHEET 10.
A2-0 8 AND GU
SECTION -C -C
1.220 mm (41 z
DEPRESC BACK OF WALK
�77
�_Pcc WAALK
SECTIQN, R -R
Z OR LESS
J220 mm
z z
-F I- __ - I I
DEPR SS BACK OF WALH-
PCC SIDEWALK
SECTION S -S
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
111 '3
PARKWAY
CURB RAMP
1200 (4.00') MIN
790 (2.63')
EUEET 7 SLr 1Q
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT. MANNER, THE
CITY ENGINEER MAY REQUIRE REVISION15 TO THE
PLANS T-0 BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
ADJACENT TO SIDE FLARE, USE
`)(" PER TABLE 2 FOR THAT FLARE
CASE A I
PARKWAY WIDTH, m
1. 2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
MIN ( 1) ( ') 10' (1 l' 12') (1 S) (1,V) (15' 16' 1 01)
25 (1-)
50 (2")
75 (3-
I CO (4")
E 125 (5")
Ld 150 (6"
0
U_ 195 (7")
200 (8')
225 (9")
< 250 (10-
275 (11
A OR B
PARKWAY
50 (2")
1200 (4.00') MIN
790 (2.63')
75 (3")
1220 mm (4,
R
R
Tl �mm
R
125 (5")
z MIN z
JIDEB
NO 2-m.,
1800 (6.OY)
ME
0
2100 (7.00')
2765 (9.2l')
EAK
2400 (8.00')
3160 (10.53')
N
2 1 700 (9.00')
3555 (11.")
z
3000 (10. 00')
3950 (13.16')
IN
SECIION A-
ANDiNG = 1220 mm.
1220 mm �41 z
915 mm (3' M N
'MN
PLANTING NREA
3600 (12.00')
LANTING AREA
MENEM
PCC WALK
1220 mm (4')
R 4A
CURB"_
915 mm (S) MIN
CURB FACE
JX
4
ME
MEMENE -ENE.
A OR B
SEE FIGURE I
TYPE 5
ADJACENT TO SIDE FLARE, USE
`)(" PER TABLE 2 FOR THAT FLARE
CASE A I
PARKWAY WIDTH, m
1. 2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
MIN ( 1) ( ') 10' (1 l' 12') (1 S) (1,V) (15' 16' 1 01)
25 (1-)
50 (2")
75 (3-
I CO (4")
E 125 (5")
Ld 150 (6"
0
U_ 195 (7")
200 (8')
225 (9")
< 250 (10-
275 (11
X, mm (FT)
PARKWAY
50 (2")
1200 (4.00') MIN
790 (2.63')
75 (3")
1200 (4.00') MIN
R
100 (4")
Uj
1580 (5.26')
125 (5")
NEON
2%
MAX
<
1800 (6.OY)
ME
0
2100 (7.00')
2765 (9.2l')
m
MEN
2400 (8.00')
3160 (10.53')
MEN
2 1 700 (9.00')
3555 (11.")
z
3000 (10. 00')
3950 (13.16')
IN
SECIION A-
ANDiNG = 1220 mm.
1220 mm �41 z
915 mm (3' M N
'MN
300 (12")
3600 (12.00')
4735 (15,79')
MENEM
PCC WALK
1220 mm (4')
R 4A
915 mm (S) MIN
Z
z
Nil
NOTE 2--%
ME
MEMENE -ENE.
N TE 8
PLANTING AREll
TYPE 6
N
CU
CURB FACE
IF PLANTING AREA IS NOT
ADJACENT TO SIDE FLARE, USE
`)(" PER TABLE 2 FOR THAT FLARE
CASE A I
PARKWAY WIDTH, m
1. 2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
MIN ( 1) ( ') 10' (1 l' 12') (1 S) (1,V) (15' 16' 1 01)
25 (1-)
50 (2")
75 (3-
I CO (4")
E 125 (5")
Ld 150 (6"
0
U_ 195 (7")
200 (8')
225 (9")
< 250 (10-
275 (11
013 M OR E FIGURE 1 - SECTION USAGE
NORMAL
CURB FACE.
mm (INCHES)
X, mm (FT)
SECTION Y -Y
Y, mm (FT)
50 (2")
1200 (4.00') MIN
790 (2.63')
75 (3")
1200 (4.00') MIN
1185 (3.95')
100 (4")
1200 (4.00')
1580 (5.26')
125 (5")
NEON
1975 (6.58')
150 (6")
1800 (6.OY)
ME
0
2100 (7.00')
2765 (9.2l')
m
MEN
2400 (8.00')
3160 (10.53')
MEN
2 1 700 (9.00')
3555 (11.")
250 (10')
3000 (10. 00')
3950 (13.16')
IN
SECIION A-
ANDiNG = 1220 mm.
.4340 (14.47')
300 (12")
3600 (12.00')
4735 (15,79')
MENEM
MEN
No
ME
MEMENE -ENE.
013 M OR E FIGURE 1 - SECTION USAGE
NORMAL
CURB FACE.
mm (INCHES)
X, mm (FT)
SECTION Y -Y
Y, mm (FT)
50 (2")
1200 (4.00') MIN
790 (2.63')
75 (3")
1200 (4.00') MIN
1185 (3.95')
100 (4")
1200 (4.00')
1580 (5.26')
125 (5")
1500 (5,00')
1975 (6.58')
150 (6")
1800 (6.OY)
2370 (7.90')
175 (7")
2100 (7.00')
2765 (9.2l')
200 (8!')
2400 (8.00')
3160 (10.53')
225 (9")
2 1 700 (9.00')
3555 (11.")
250 (10')
3000 (10. 00')
3950 (13.16')
275 01-)
3,300 (11.00')
.4340 (14.47')
300 (12")
3600 (12.00')
4735 (15,79')
ISEE SHEET 9 FOR STREET SLOPE
ADJUSTMENT FACTORS, ALL STREETS
TABLE 1 - X AND Y VALUES
TABLE 1 REFERENCE FORMULAS:
X - CF 8.33,37.
Y = CF (8.'.33j% - 2% WALK CROSS SLOPE)
WHERE FIGURE 1 SHOWS USE OF SECTION B -B. FIGURE Z
DIMENSION AS FOLLOWS:
W PARKWAY W10T H
L LANDING WIDTH, 1220 mm (41) TYP, 915 mm (S) MIN
Z ((Y+L)-'W] x 0.760
IF (Y+L) < W, THEN Z 0
TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.337a AT
THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X
MAY BE MULTIPLIED BY 0.833 FOR A MAXIMUM FLARE
SLOPE OF 10% AT THE CURB FACE.
STANDARD PLANS fOR PUBLIC WORKS CONSTRUCTION
STA A
t4aF
_ReLAN
111-3
CURB RAMP
SHQ�T � 9 OF
el Is C== e
DIAL TWO WORKING
BEFORE DAYS 13EFORE
YOU DIG YOU DIG
TOLL FREE 1"q��l -800 227-2600
A PUBLIC SERVICE B�i( UNDERGROUND SERMCE ALERT
REV.
REVISION DESCRIPTION
A
SKEW ANGL.E, a
220 m
SKEW ANGLE a=45'
c OFFSET b=O NOTE 2
Z=X z X UNLESS OTHERWISE
915 mm NOTED ON PLANS
�IN Y 9 lad
(3.) ml
_j NOTE 2-A
R
DC X
<
CL 0- 8. 3 LY.
41 ....... NOTE 8r";_
'NOTE 8
%,%j4%jj OFFSET, b
CUPP x J- X. -1
7- CURE CASE C
< CURB FACE/
m l><
1220 m z x
LAO
c
TYPE 1
E,
e E
C> E SEE DETAIL OTE 8
04 tn A. 8, C. OR D
A
AIL
2% .3�i;:*".,::***:*�:i�:::,:"Z�::;� TYPE' I
MA NOTE' 2 5% MAX
< PLANTING (3') MIN
a- AREA X=1220 mm (4')
-JL- Ire IF ADJACENT TO
CURB VLAN 17ING AREA,
CURB FACE� OTHEWISE SEE TABLE 1
0
Y
z
>_1 TYPE 2 215 mM
(39 ) MIN
SEE DETAIL A. S. C OR D
<
NOI E
-E E
AIL. A
8.3A ... i:l: 04 to
CUREY'
c
'i v
CURB FACE7
.1 vc) 9N NOTE
min- NOTE 2
CASE. B CURB/r
CURB FACE/ TYP E 2
CASE D
STA AR
TR
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTiON 1DE 10PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANat&PLAN
111-3
CURB RAMP CURB RAMP
SdEET 4 OF 10
sommm - --- SHEET_!i_QF _10-
1220 mm (4'
9T5 �mm. (3�)_ MIN
DO
GRADE BREAK
ad
CURB GUTTER Xup -1
CURB r ACE SLOPE, S X'DO Zl 2 '23'm m
TYPICAL CURB RAMP
x DOWN a- X.Up lot
BACK OF WALK
S GUTTER
FLOW LINE
SECTION T -T
§LOPED STREET
FOR SLOPEP STREETS, MULtPLY THE DIMENSIONS PARALLEL
TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF,
THE RAMP, BY THE FACTOR� IN THE. FOLLOWING TABLE.
FOR EXAMPLE, X.DOWN X x K.DOWN
S K.DOWN K -UP
0% 1.000 1.000
0.2% .0.977 1.025
0.53 0.943 1.064
1% 0.893 1.136
2% 0.806 1,316
37. 0.735 1.563
4% 0.676 1.923
57, 0.625 2,500
TABLE 2 SLOPE ADJUSTMENTS
TABLE 2 -REFERENCE FORMULAS:
KZOWN = 8.333%-/ (8.3337. +. S)
K.UP 8.33,37. (8.333% S)
ST,,RE.ET SLOPE ADJUSTMENTS
DATE I ENGR. I CITY I DATE
of
a,
/1305 mm
E
@ @ @
19 mm n 23 mm
3 * ) (0,_�
@ 0.9
SINGLE
6 mm 1- 6 mm PAT N "TRUNCATED DOME"
(1 /4") 1 160 mm
(2.35")
GROOVING DETAIL DETECTABLE WARNING DETAIL
CONSTRUCT FENCE OR HANDRAIL
U_
00 PER CONTRACT PLANS
z
�4 25 150 mm
UZ
PAVED SURFACE RETAINING CURB RFACE
DETAIL -A DETAIL 8
GRADED
SLOPE 2; 1 mm
MAX ----UNPAVED SURFACE RETAINING CURB---�, 6" ..,-UNPAVED . SURFACE
DETAIL Q
DETAIL
QEN RAL NOTES:
1. CONCRETE SHALL BE CLASS 31O. -C-17 (520-C-2500) CONFORMING TO
SSPWC 201-1.1.2 AND SHALL BE 100 mm,(4") THICK.
2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mm (3/4") OC. 9E GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
CONFORMING TO SSPWC 303-1.9.
4. USE DETAIL "A" OR "B* IF EXISTING SURFACE BEHIND LANDING IS PAVED.
5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.
6. R = 900 mm (3) UNLESS. OTHERWISE SHOWN ON PLAN.
7. ANGLE A/2UNLESS' OTHERWISE SHOWN ON PLAN.
8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIA.LS
ALL 8 ER CON ACT DOCUM TS.
1
it
PLANS PREPARED BY:
CITY OF FONTANA, CALIFORNIA
`�U WILLDAN
STREET IMPROVEMENT PLAN
13191 Crossroads Parkway North, Suite 405
Industry,, CA 91746-3497 DRAWN BY: SCALE: C>
V)
(562) 908-6200 AM NTS 4 Zo
'No. C042866 TA DARD --- C14
r_-7 APWA 8 PLANS
Exp. 03-31-08 UNDER THE SUPERVISION OF` DESIGNED BY: DATE:
SB `7- 01/12/2007
I CN
CHECKED BY-41:� AP#0VEQ 8 DRAWING NO,: 3
OF C h DATE:
xx V_ 4165 5
KENNETH J. RUKAVINA RCE 42866 DATE CITY ENGINEER U. E-1 51 IS -2
(J�
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