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OFFSET b-0
UNLESS OTHERWISE
I NOTED ON PLANS
(Y) UIN//// 't -j-
A
NOTE 2
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AIL
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NOTE 2
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A of
CASE C TO
MOTE 8
A TYPE 1
5% MA1C
X=1220 mm 41
IF ADJACENT
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TYPE 2 CASE D i
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STOW IN
111-3
CURB RAMP
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3 IM OW SUNIFACE SWI. HAVE A IRMS1E M BROOM StMACE IMMMlE -
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4L UIE DETAIL V at V IF EFACE 81111110 LANOW 6 PAVE
56 VIE DETAIL we 42t 'Or P E7U M N FACE 11115E10 LMM IS UNPAVED. -
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SHALL eE PM! coNrimw uoaw�rs,
SEE NOTE
PAMY
R
Y 1220 mm(411
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ROU TOP OF
ROADWAY
EDGE RAMP
-a-
A2--0 CURB AND GUTTER
�■■�■■��■■■teaULTTYPICAL
SECTION_- A -A
USE FIGURE 1 TO DEMDAWE
WHM OF SECTIOiVS A A, B -B
SEE NOME 6
PARKWAY OR C -C IS APPROPRIATE
Y 1220 mm 4
OUNOED 70P* OF
EXISM
ROADWAY
MAk
EDGE RAMP/ \ EPRESS BACK OF WAUC
SEE DETAIL. A. B. C OR a.
_. SHEET 10.
-0 CURB AND mmiIIIIIit
4340 (14.41)
SEC11ON B-8
SEE NOTE s
R
PMKWAY
Boma
RO/IYWAY
�x
\ EIRESS BACK OF WALK
SE6 DETAIL,A. 8, C OR D,
+-2X MAX j SHEET 10.
-
SECTION C -C
Z mm Z'
DEPRESS BACK OF WAIX
'�PCCS�49X
SECTION R- R
Z OR LESS
Z 1
mm 4 1220 mm Z
DEP BAM OF WALK
'
PCC SIDIEWALK
SECTION S -S
STANDARD PLANS
FOR PUBLIC
rF9jEeT
10
WORKS CONSTRUCTION
111-3
CURB RAMP
R
CURB RAMP
i
7 OF
BASIS OF BEARING BENCHMARK p �
THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
o
BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS:
E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.)
12433, P.M.B. 165/35-36 O.R. 586 1140.951 DIAL TVG VORKING
BEFORE DAYS BEFORE
438 /140.418 , ,.♦� .fru„ r*IT
111-3
CURB RAMP
R
i
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A PUBLIC SERVICE BY lB1DERGROIXVD SERVICE ALERT REV.
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PARKWAY IMQT-I, In
1.2 1.5 1.8 21 2.4 - 27 3.4 3.3 3.6 3.9
4.2 4:5 4ti8 51 5.4 5.7 8.0
25 (1"
50.(2
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E 125 (s
Lij 150 ($p
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200 (8'
U 225 (g
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111-3
CURB RAMP
R
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4340 (14.41)
I
iI;Ecm Fm UK
OR MORE FIGURE I - SECTION USAGE
NOMAA1.
CURB FACE SECTION Y -Y
mm (INCHES) X. mm (FT) Y, mm (FI)
50(2') 12130 {4.101Y} LGN 790(2-631
75 (3') 1200 (4-00 MIN 1185 M95)
100 (47) 9200 (4.00' 15$Q (5.26')
125(5-) 1500 (5.00') 1275 (8.58')
15O (6") 1800 ($.QD') 2370 (7.80)
175(7-) 2104 (7.00') 2785 (9.211 .
200 te'j 2400 {8r001 3180 (10.53')
225 (9') 2700 (9.W) 3555 (ti1.84')
250(10-) 3000 (t0.b0') 3950 (13.160
275 (11-) 3300 (11.001
1AMQtE FIGURE 1 SHOWS lJS>E; OF S'£CTION B-8, P1GU1� Z
a�+Er�loN AS
111-3
CURB RAMP
R
4340 (14.41)
3tI0 (1 r) 36� (92.00'} 4735 (15.79'
X AND Y VALUES
TABLE 1 RACE FORMLILAa^,
X = GF � 8.333K
Y m CF f (8�333;� -- 29C WALK CROSS SLOPE)
F oLLo�r� .
W a PARKWAY STH
L = t,/iWWDiNG DTH, 1220 mm (4') TYP, 915 mm (a') MN
TABLE t SHQ'W.S X FOR A FLARE SLOPE OF 8,33 AT
THE �� FACE IF �. IS -1220 mm (4') � �a� x
MAY � iA3L.TIPLIED BY Q633 FOR A MAXIM FLARE
9 {)PE (1F 10% AT iii CURB
FACE.
SEE SHEET 9 FOR STREET SLOPE
AOJUSi11�Q+IT FACTORS, ALL STREE]E
TABLE 1 -
• ` � AOE �EJIK
T T '
cope VF � s
.
iAlit CF WALK
FDD alb® QTS. �tPLY 1if OiEAi�Oti's P/IRALLfL
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of'IHE
RAMP. � 1!EFA�C1011$01'IFiE &=aTZM
' FDR .. XON � X s< K�1 '
S fLDOM! �
� 1.000 1.004 .
0.271 0.077 1.�8
Q.BR 0M3 1.AB4 '
1W an 1.164
' 2>F 0� 1.Jti
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49 am
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STANDARD PLANS FOR PUBLIC WORKS C07+iSTRUCTION
111-3
CURB RAMP
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ENGINEER:
PLANNING ■ DESIGN ■ CONSTRUCTION
14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
CONSULTING 949.472.3505 ■FAX 949.472.8373 ■ www.RBF.com
SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of
IMPROVEMENTS NOT COMMENCE WITHIN TWO oQ�oFEssloy'�
k0 Fye
YEARS OF THE DATE OF APPROVAL SHOWN HEREON a� 'O -o aRAwN-
AND CARRIED FORTH IN A DILIGENT MANNER, THE � Na 70995 � JM
CITY ENGINEER MAY REQUIRE REVISIONS TO THE * ExP06-�-» � DESIGNED BY:
XP
PLANS TO BRING THEM INTO CONFORMANCE WITH Of C1A`\E��� Date 1011 0q CHECKED 6Y:
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. MrLff KOPP R.C.E. 70995 DK
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OWNER: o
J
Kaiser Permanente i
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National Facilities Services z
Post Office Box 12916 Q
INMR
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Ln
I • Oakland, California 94604 /
0
0
CITY OF FCALIFORNIA
STREET IMPROVEMENT PLAN
r,
STREET IMPROVEMENT
AS SHOWN �
D LS DATE: Q
10/12/09 Q
AP 0 l� ` 0!RAWING No.: 2 %
SATE. ' S• °� 4812 2
ITY tines a S. 11 _