HomeMy WebLinkAbout5028-5Mi
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DELTA/BEARING
MENE
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MMMM
TANGENT
1
N89'44'23"E
--
195.45'
--
ME
No
ME
ME
364.38'
60.59'
INN
MEE
09'28'41"
364.38'
60.28'
30.21'
MEME
N89'44'23"E
--
150.00'
11
5
180'00'00"
2.00'
MMMM
0.00'
6
N89'44'23"E
MEE
465.45'
--
`-7
MMMM
--
23.73'
--
8
89*55'20"
30.00'
47.08'
MMMM
9
N00'10'57"W
--
MEE
--
10
90'02'42"_
30.00'
MMMM
30.02'
11
89*57'18"
35.00'
54.95'
34.97'
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11MEMEMEMEM
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.NTERLI
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S4RF'A
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ME
EMM
MEM!
MEE
LINE -
TABLE
®
DELTA/BEARING
MENE
NONE.
MMMM
TANGENT
1
N89'44'23"E
--
195.45'
--
ME
No
ME
ME
364.38'
60.59'
INN
MEE
09'28'41"
364.38'
60.28'
30.21'
MEME
N89'44'23"E
--
150.00'
11
5
180'00'00"
2.00'
MMMM
0.00'
6
N89'44'23"E
MEE
465.45'
--
`-7
MMMM
--
23.73'
--
8
89*55'20"
30.00'
47.08'
MMMM
9
N00'10'57"W
--
MEE
--
10
90'02'42"_
30.00'
MMMM
30.02'
11
89*57'18"
35.00'
54.95'
34.97'
t
T
i
18+00 19+00 20+00 21+00 22+00 23+00 24+00
TGT. No.1 MANGO AVENUE
STA. 11+00.00
SFOO'HILL BLVD./ I Q N a
ERRA AVE. 10 10
FD. NO'HING
P l �V �� c d� 3 5 7 10 10 7 3
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE. WILL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG Ky.
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I 2 1 6 9 9 I 6 6 2
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41
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-=24'1 _ 12=4 .0
� 91 a 11 1
MEN
HORZ: 1" = 40''
VFRT! 1 " = 4'
rn I O N c*4 04^ m to w w
m I I W S W W
c)ri � Q ori o �o � � m � co
32 rn Z v z =
0 0 0 U3 co t� U
N U ��;STREET IMPROVEMENT CONSTRUCTION NOTES:
N U ++
_
O O O NQV5 N N N Q pU 2 2i� M
CD rn I z
z Q 0 V_0 � N Q1 CONSTRUCT 8 CUIRB PER CITY OF FONTANA STD. DETAIL N0. 1000.
o..'.'.'..'..'. .-. o'.....'.....'....'.'.'.....'...'.'.'.'..'.'.'.'.'.'.'.'.'..'.'.. o a coo . a a a c� a o � �a �Q �Q a ... .•.-:•_-.•:-.-.. 2 CONSTRUCT 6.5" Iw11N. OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95X COMPACTED
. :. 1-- W z ..1- �- F- W f- o� 4 1- 1--- �"' ; o
_ - - - • - - • • .. ...- - - ....... .....................' ' cn mQ..cn ..cn cn m cn � �o + ..'tn� cn� cn� ..'.tn ...._......... � NATIVE SOIL.
..................... , • ..... ....... .. .......... ... ... ..
............................. ........... ................................................ _ 9 :: : :
.. ..............
ARK .� ...... 3 CONSTRUCT VARIAIBLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2w).
........ ...r o
'. .. . . .... .... . ........... .....................................-�•••�-----�---�-•-�-�-•-••�-���•�•�•�-�-"-���--��-��••�•-�"•�•�----��-�-�-�-�•---•--�• � - �.'.'.'. '.'.'.'.-. '.'. .'.'.'.'.'.'. �•�-:•�-�•�•:•:•:•:-:•:•:•:•:�.•:�� � .-: 0190-241-15
0 .............. . .. .. .. 4 CONSTRUCT TRUNCATED DOMES TO EXISTING CURB RETURN ACCESS RAMP PER CITY
- �: o
0 .............. .LHON , : + _ • _ ....•.-_-. ...•.•...•...•.•.-_•...•..... OF FONTANA STD. PLAN NO. 1003.
'............... ;; 8
. .. TS
. ........... `• ..... rr
0 / — `_j..�.._ `................_..�..... �. /w _.._ R _ 5 CONSTRUCT COBBLESTONE ON MEDIAN.
Q , P 1!V�............'.'.....' .'...'.. O
O PP a a s ..
�PPa
pp -c- PP" ....... • a .. ... s c 6 CONSTRUCT 8" CUIRB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
aB o
00
—0 6"S o 7 Z• 3 0 7o CONSTRUCT SiDEW/ALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN N0. 1006.
r co --(6"S)- (6 S)—co .. Q Q
�— _ N — —`� 5 1 (12 W) o : N : • • • • • • • =-4 Q8 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
1 2 3 6 "�T d' M - PLAN NO. 1003.
W .. .... ..... .. .. ....... .. .... . •.•. O O
Q W ^ j ••• Op 1 4 9 CONSTRUCT BLACK" WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC
= i ^ �� ` WORKS CONSTRUC1T10NS STANDARD DETAIL N0. 606-2, TYPE B.
.. ............... .... .......... .� .. .. ....i^*•-• (� "
"�=�' 10 CONSTRUCT 8 AC, CURB PER CITY OF FONTANA STD. PLAN NO. 1007.
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.................................� �..... ... .t.o�. .. a, a +
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TGT NO. 2
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STA. 23+19.94
..... .....................•..........................•........•...•....•..•...•..........•......�v�a�• ........•..........• •. a �-
G a-- �' • �,�
FOOTHILL .
BL
VD./
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.'"'
'..... O o ......... ....... N N FD. NOTHING o ................ N .........................N I . N :::: :: i ELEV.=1321.09
N N N Nm CD o)
I a
m m o cn o o cn .'.'.'..'.' cn ..... c° m
0192-011-20 I;; : 5 ;;; 1 • .. 1. " h --I
v I 00192-051-17
37.5 44 m
r I 5 T,I I
pM GT01Z AS- 6u IL't
mmo�
FOOTHILL
Pip y %A • Ips,
Na69984
Exp.9-30-14
s� civic,
r_ TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING FAX (951) 6 0-0490
1. oz
M. RENNER R.C.E. No. 69 84
EXPIRES: 9-30-14
BOULEVARD
LEGEND:
PROPOSED ASPHALTCONCRETE
0 PROPOSED ASPHALTCONCRETE OVERLAY
3TREETIMPROVEMENTS
FOOTHI BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
SURVEY CONTROL TABLE:
TGT No. NORTHING EASTING BEARING DISTANCE
1 4732.56 9162.98 " ,
GRAPHIC SCALE
40 0 20 40 80
160 1
2 4741.51 11134.59 NOV44 zo t 1.»1a.at (IN FEED
i, 1 INCH 40 FEET
i
sHouLn coNSTxucnoN' of THE CITY OF FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED M"V"� � FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWNFORTH IN A DILIGENT MANNER, THE cInr PLAN/PROFILESHEET��;
ENGINEER MAY REQUIRE REVISIONS TO ".
THE PLANS TO BRING THEM INTO STA. 18-F00.00 TO STA. 24-F00i OCT 2019.
CONFORMANCE WITH CONDITIONS AND aim er. APraoWW er, DAM aMrac na: 6
STANDARDS IN EFFECT. 5028 5
acwM R.aE No. 51152
CURVE
LINE -
TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N89'44'23"E
--
195.45'
--
2
09'31'38"
364.38'
60.59'
30.36'
3
09'28'41"
364.38'
60.28'
30.21'
4
N89'44'23"E
--
150.00'
--
5
180'00'00"
2.00'
6.28'
0.00'
6
N89'44'23"E
--
465.45'
--
`-7
N72'34946"E
--
23.73'
--
8
89*55'20"
30.00'
47.08'
29.96'
9
N00'10'57"W
--
1.63'
--
10
90'02'42"_
30.00'
47.15'
30.02'
11
89*57'18"
35.00'
54.95'
34.97'
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE. WILL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG Ky.
n I 3 {
I 2 1 6 9 9 I 6 6 2
m I
I U U
41
U n
Q
p
to
�N,y •.�� �� 4NN N *z
N �a
—! O N _ e-1- !-
• O Q 0.
N •- r-
CN F—�M
-=24'1 _ 12=4 .0
� 91 a 11 1
MEN
HORZ: 1" = 40''
VFRT! 1 " = 4'
rn I O N c*4 04^ m to w w
m I I W S W W
c)ri � Q ori o �o � � m � co
32 rn Z v z =
0 0 0 U3 co t� U
N U ��;STREET IMPROVEMENT CONSTRUCTION NOTES:
N U ++
_
O O O NQV5 N N N Q pU 2 2i� M
CD rn I z
z Q 0 V_0 � N Q1 CONSTRUCT 8 CUIRB PER CITY OF FONTANA STD. DETAIL N0. 1000.
o..'.'.'..'..'. .-. o'.....'.....'....'.'.'.....'...'.'.'.'..'.'.'.'.'.'.'.'.'..'.'.. o a coo . a a a c� a o � �a �Q �Q a ... .•.-:•_-.•:-.-.. 2 CONSTRUCT 6.5" Iw11N. OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95X COMPACTED
. :. 1-- W z ..1- �- F- W f- o� 4 1- 1--- �"' ; o
_ - - - • - - • • .. ...- - - ....... .....................' ' cn mQ..cn ..cn cn m cn � �o + ..'tn� cn� cn� ..'.tn ...._......... � NATIVE SOIL.
..................... , • ..... ....... .. .......... ... ... ..
............................. ........... ................................................ _ 9 :: : :
.. ..............
ARK .� ...... 3 CONSTRUCT VARIAIBLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2w).
........ ...r o
'. .. . . .... .... . ........... .....................................-�•••�-----�---�-•-�-�-•-••�-���•�•�•�-�-"-���--��-��••�•-�"•�•�----��-�-�-�-�•---•--�• � - �.'.'.'. '.'.'.'.-. '.'. .'.'.'.'.'.'. �•�-:•�-�•�•:•:•:•:-:•:•:•:•:�.•:�� � .-: 0190-241-15
0 .............. . .. .. .. 4 CONSTRUCT TRUNCATED DOMES TO EXISTING CURB RETURN ACCESS RAMP PER CITY
- �: o
0 .............. .LHON , : + _ • _ ....•.-_-. ...•.•...•...•.•.-_•...•..... OF FONTANA STD. PLAN NO. 1003.
'............... ;; 8
. .. TS
. ........... `• ..... rr
0 / — `_j..�.._ `................_..�..... �. /w _.._ R _ 5 CONSTRUCT COBBLESTONE ON MEDIAN.
Q , P 1!V�............'.'.....' .'...'.. O
O PP a a s ..
�PPa
pp -c- PP" ....... • a .. ... s c 6 CONSTRUCT 8" CUIRB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
aB o
00
—0 6"S o 7 Z• 3 0 7o CONSTRUCT SiDEW/ALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN N0. 1006.
r co --(6"S)- (6 S)—co .. Q Q
�— _ N — —`� 5 1 (12 W) o : N : • • • • • • • =-4 Q8 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
1 2 3 6 "�T d' M - PLAN NO. 1003.
W .. .... ..... .. .. ....... .. .... . •.•. O O
Q W ^ j ••• Op 1 4 9 CONSTRUCT BLACK" WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC
= i ^ �� ` WORKS CONSTRUC1T10NS STANDARD DETAIL N0. 606-2, TYPE B.
.. ............... .... .......... .� .. .. ....i^*•-• (� "
"�=�' 10 CONSTRUCT 8 AC, CURB PER CITY OF FONTANA STD. PLAN NO. 1007.
N1 2 3 'r'-,
.
UJ w 1 N 4 r.
Z L1J `t 2 m 3 0 2 `- I I i o
•� co 6 • oil I to
. -p — — -�. — �s — . = , M ° c,�s . rsB 6 % . _
U .... ' ..
. .. . ...
c a 4
...... a TSBvnT3
. � DIRT . - W " 7 � � • :m � _-.•--��W. .� ._ _ ' �
.. �; (12V
........................10
.v ...... W ........................ m s1�N 1 p 11 0 ...... .... .
WIV
.................................� �..... ... .t.o�. .. a, a +
....... m ' C.
TGT NO. 2
...... ...* . Pp
O ......... ..... O
STA. 23+19.94
..... .....................•..........................•........•...•....•..•...•..........•......�v�a�• ........•..........• •. a �-
G a-- �' • �,�
FOOTHILL .
BL
VD./
...... .. .. .o \&ANGOO...........co ..' AVE
.'"'
'..... O o ......... ....... N N FD. NOTHING o ................ N .........................N I . N :::: :: i ELEV.=1321.09
N N N Nm CD o)
I a
m m o cn o o cn .'.'.'..'.' cn ..... c° m
0192-011-20 I;; : 5 ;;; 1 • .. 1. " h --I
v I 00192-051-17
37.5 44 m
r I 5 T,I I
pM GT01Z AS- 6u IL't
mmo�
FOOTHILL
Pip y %A • Ips,
Na69984
Exp.9-30-14
s� civic,
r_ TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING FAX (951) 6 0-0490
1. oz
M. RENNER R.C.E. No. 69 84
EXPIRES: 9-30-14
BOULEVARD
LEGEND:
PROPOSED ASPHALTCONCRETE
0 PROPOSED ASPHALTCONCRETE OVERLAY
3TREETIMPROVEMENTS
FOOTHI BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
SURVEY CONTROL TABLE:
TGT No. NORTHING EASTING BEARING DISTANCE
1 4732.56 9162.98 " ,
GRAPHIC SCALE
40 0 20 40 80
160 1
2 4741.51 11134.59 NOV44 zo t 1.»1a.at (IN FEED
i, 1 INCH 40 FEET
i
sHouLn coNSTxucnoN' of THE CITY OF FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED M"V"� � FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWNFORTH IN A DILIGENT MANNER, THE cInr PLAN/PROFILESHEET��;
ENGINEER MAY REQUIRE REVISIONS TO ".
THE PLANS TO BRING THEM INTO STA. 18-F00.00 TO STA. 24-F00i OCT 2019.
CONFORMANCE WITH CONDITIONS AND aim er. APraoWW er, DAM aMrac na: 6
STANDARDS IN EFFECT. 5028 5
acwM R.aE No. 51152