HomeMy WebLinkAbout3624-3I
EXIST. CL EXIST.
R/W ROUTE 66 R/W EXIST.
(_ I 29.260m [96.00'] I_ 23.070m [75.79] I IR/W _
2.438m
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
08
SBd
66
[8.00
M
I
R/W
R/W
SIDEWALK I
20.421m [67.00']
10.973m [36']
20.224m (66.35')
VARIES
I VARIES
VARIES 0.000m
-3.7m [12']
25.Om [82.00']
8.839m
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
2
1.20m
TO 1.48m
[4.86']
VARIES
O.000m
[29.00']
13.633m
[44.73']
[3.94']
SCALE IS
IN MILLIMETERS EA 317900
TO 1.49m [4.89']
LANDSCAPING
EASEMENT
,V0FESS/ON
3.6m
3.6m 4.2M
3.60m I
( 11.81')
3.6m
3.6m
4.2M
VARIES
0.6 m
(2 ft
h���,��Ol1RTy�c���2
'
1.81')
(11.81')
(13.78')
(2 ft)
(11.81')
(11.81')
(13.78')
7.49m
Civil Engineering • Planning • 'Surveying • Works
W
GRADE
l LN 3
LN2
LN 1
STREET &DRAIN. IMPROVEMENTS
2,%,'
12%
210.,,
LN 1
LN2
LN3
--- -- -- -- -
[24.57']
2.23
O75 FILL
`---
PREPARED
_
'-%-�;;-
_
FILL 75
3.15m
TYPICAL SECTIONS
DATE:
1.93m
1
(TYP.)
TO
[7.32
♦I
MAY 2005
[ 8"]
y0HN=CU_'R_T_eHOG
11[10.33']1
,ZC7 _OS
JOB NO.
.40SHLDR
200mm C&G
(SBC STD.
I EXISTING
SURFACE
( [5"] ACP
[169 68'1
[8"]
200mm C&G
[6.33']
2.846m
[9.34']
29 1 5% TO 3% I SIDEWALK
_ �- • 59; TO3o 1
_T _ .yq 2%
EXIST. CURBAC
TYPE A2-200 I� 12 OVE$1�F-
RAISED MEDIAN EXISTING OVERLAY _
DETAIL 18 Al -200 CURB SURFACE GRIND -- _ I ��
„C„ 31 SEE DETAIL E 12 EXIST. A.C. ( TY ET A2-UU 200
TO PROVIDE 50mm [2
EXIST. ACP 32 MINIMUM OVERLAY DETAIL
270mm TO 35 „C„
340mm THICK
OVER COMP.
NATIVE
NOTE: EXISTING OPEN -GRADED AC TO BE REMOVED PRIOR TO
LAYING OF AC OVERLAY
FOOTHILL BOULEVARD
TYPICAL SECTION
FROM STA. 32+92.000 TO STA. 33+56.000
N.T.S.
CL
EXIST. ROUTE 66 EXIST.
R/W R/W
24.384m [80.00'] 15.240 m [50.00']
20.422m [67.00'] 13.339m [43.76']
I
1.07m 4.95m 1.20m
[ .51'] (16.24')(3.94 )
HLDR
3.6m 3.6m 3.6m 3.6m (3.6m 3.6m 3.6m
(11.81') (11.81') (11.81') (11.81') 81') (11.81')
(C) LN3 LN2 LN1 (A) (B) LN1 LN2 LN3 0'6
rn
2'
0.13m SH LD
3.962m -...-1...-
[13.00'] (0.43')1, 15q 2%
� O 3% ' - -�
7-0 3Z
F, 2q 1.5% I
5 +"
EXISTING - �� AC h
SIDEWALK '' 07ERL-A--
TO
RAISED MEDIAN EXIS CURB
L 18 Al -200 CURB TYP A2-200
EXIST. CUFB SEE DETAIL "E" EXISTING12
TYPE A2-2pO EXIST. ACP 31 OPEN GRADED AC DEC"
DETAIL 0.27m M.4'�
.6" TO TO BE REMOVED
"C" 0.34m THICK 32
OVER COMP. 35
NATIVE
(A) = VARIES 0.000m TO 1.48m [4.86']
(B) = VARIES 4.95m 16.24'] TO 3.47m [11.38']
(C) = DEDICATED RIGHT TURN LANE
NOTE: EXISTING OPEN -GRADED AC TO BE REMOVED PRIOR TO
LAYING OF AC OVERLAY
FOOTHILL BOULEVARD
TYPICAL SECTION
FROM STA. 34+02.000 TO STA. 34+50.000
Undemround Service Alert I
BEFORE YOGO Call: TOLL FREE
�V o i
1-800
kv 227-2600
TWO WORKING DAYS
BEFORE YOU DIG J
REFERENCE PLANS
AC O
10mm (3/'LIP OVERLAY
EC� ( _
E
1 �
o \ /
I
\ I
EXIST. ��� �'� GRIND 12
CURB & GTTR EXIST EXISTING
PAVEMENT
DETAIL "C"
N.T.S.
10mm (3/8") LIP
i
1^
200mm
[8"] CURB & GTTR
127m m [ 5"] AC
DETAIL 99D91
N.T.S.
w
U
m a
SEE SHEETS _
�o
LANDSCAPED
MEDIAN
15.24m
ROUTE 66
-I-
15.24m
[50.00']
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
08
SBd
66
17.49/21.09
M
EXIST.
R/W
I -
EXIST. [50.00'] EXIST.
I I
EP EP
10.00m f I VARIES VARIES
[32.81'] 10.976 m
5.5m
[36.00']
t 4.8m f
Y [18.00'] I [15.75']
V 0,30m I
Q
O0r z �
m
m J O
w
0
I w < wQ
co I Of v
c�
EXISTING ( Q
SURFACE �- `V) PROFILE GRADE
PER RLAN
i I �
VAR. DEPTH EXIST. OPEN
AC OVERLAYO GRADED A.C. 12
d v I TO BE REMOVED PRIOR
FS TO OVERLAY
32 TYPE Al -200 CURB 2% TYP.
r--- -----------
r' d' 1 EXIST. PAVING
------------- -
----- -------------- j
250m'rn [logo] 300mm MIN.
35 FULL DEPTH AC [12"] SAWCUT LINEO
31
OVER 95%
COMPACTED EXIST. PAVING TO
NATIVE SUBGRADE BE REMOVED 18
TYPICAL
MEDIAN CURB CONSTRUCTIO
DETAIL "E"
N.T.S.
f11
DATE 1 APPROVAL I DATE
TYPICAL SECTION "A"
SEE SHEET 4
N.T.S.
135mm [5.3"] AC/ 6
165mm [6.5"] AB O
VAR
0.30m TO 3.4m
(1.0' to 11.2')
TYPICAL SECTION
HEMLOCK AVENUE
etr c
21.300m [70.00']
PROP.
EXIST.
EXIST.
M
R/W
R/W
R/W
ago
10.973m [36']
VARIES
I VARIES
-3.7m [12']
25.Om [82.00']
NOTE:
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
2
TO +9.4m [31']
TO 11.9m [39.00']
c e
i
FOR REDUCED PLANS ORIGINAL o 20 40 so Bo
9.144m [30']
i 9
.144m [30']
SCALE IS
IN MILLIMETERS EA 317900
H.F.
I
,V0FESS/ON
IH.P.
CITY OF FONTANA, CALIFORNIArz
0.6 m@TOEXISTING
EIEI
AC
0.6 m
(2 ft
h���,��Ol1RTy�c���2
'
BE REMOVED
(2 ft)
PROFILE
A
Civil Engineering • Planning • 'Surveying • Works
W
GRADE
m
DRAWN BY
STREET &DRAIN. IMPROVEMENTS
2,%,'
12%
210.,,
�% I 2:1 MAX.
EARTH
A'N'
--- -- -- -- -
J,�-
EARTH
O75 FILL
��. 11--
����
PREPARED
_
'-%-�;;-
_
FILL 75
(TYP.)
TYPICAL SECTIONS
DATE:
1
(TYP.)
li
E.M.R.
♦I
MAY 2005
[ 8"]
y0HN=CU_'R_T_eHOG
,ZC7 _OS
JOB NO.
200mm C&G
(SBC STD.
I EXISTING
SURFACE
( [5"] ACP
I
[8"]
200mm C&G
No. 115)
DETAIL
D
99089-1234
OVER
OVER
305mm [12"] THICK
DETAIL
„D„
(SBC STD. 70
No. 115)
70
11
G COMP. NATIVE
TYPICAL SECTION
HEMLOCK AVENUE
etr c
N.T.S.
M
NOTE:
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
2
c e
i
FOR REDUCED PLANS ORIGINAL o 20 40 so Bo
SCALE IS
IN MILLIMETERS EA 317900
F77_77
Hall FbreMan IYIC.
,V0FESS/ON
CITY OF FONTANA, CALIFORNIArz
C r
EIEI
P
Public
h���,��Ol1RTy�c���2
'
SCALE:
A
Civil Engineering • Planning • 'Surveying • Works
W
m
DRAWN BY
STREET &DRAIN. IMPROVEMENTS
C
420 Exchange, Suite 100
9
• Irvine CA 926 02 •714/665-4500
No.26229
* Exp.3/31/06 *
A'N'
BY
FOOTHILL BOULEVARD - ROUTE 66
AS SHOWN
11171
DESIGNED
PREPARED
UNDER THE SUPERVISION OF:
J+� ��
CIVIL
qTF o��
CF CALIF
E.M.R.
BY
TYPICAL SECTIONS
DATE:
CHECKED
E.M.R.
MAY 2005
y0HN=CU_'R_T_eHOG
,ZC7 _OS
JOB NO.
APPROVED
DR. NO.
SHT. NO.
Z.C.E. NO. 26229
DATE
99089-1234
CITY ENGINEER RCE #51152 DATE
3624
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