HomeMy WebLinkAbout3872-6U
O
000
+ N
M r
O f --
O
O 00
� P
N N
O
Invialu
®®=
CITY OF FONTANA STD. PLAN
-IMMEMEMEM
PLAN
3O -CONSTRUCT
•
®t
'•k.
•
50.00'
CONSTRUCT
CROSS GUTTER PER CITY
OF FONTANA STD. PLAN No. 104 (W=8.0')
N45'01'36"E
SAWCUT EXIST. PAVEMENT 1.0' FROM
E.P.
7a -CONSTRUCT
N30'30'30"E
AC OVERLAY TRANSITION
PAVEMENT
53.49'
ME
ee
MM
•
EMM
IF
I ,
397.10'
•
VAFIS
53.49'
N30630'47"E
9
•
N45'01'36"E
10
355.17'
S30630'30"W
11
8.86'
N30'30'47"E
U
O
000
+ N
M r
O f --
O
O 00
� P
N N
O
OCL
M
LO •PJ
+ O
M O
O LL.
Q
Q c0
+
M Q
•
•
•
LO CV
O
M r
O L-
O Lo
+
M
t� r
035.0
rd NO
n
r
M
O LL -
C3 t�
+ to
(6
M r
m�ic
•�I
Invialu
®®=
CITY OF FONTANA STD. PLAN
-IMMEMEMEM
PLAN
3O -CONSTRUCT
•
®t
'•k.
•
50.00'
CONSTRUCT
CROSS GUTTER PER CITY
OF FONTANA STD. PLAN No. 104 (W=8.0')
N45'01'36"E
SAWCUT EXIST. PAVEMENT 1.0' FROM
E.P.
7a -CONSTRUCT
N30'30'30"E
AC OVERLAY TRANSITION
PAVEMENT
53.49'
ME
ee
MM
•
MO
IF
I ,
397.10'
•
OCL
M
LO •PJ
+ O
M O
O LL.
Q
Q c0
+
M Q
•
•
•
LO CV
O
M r
O L-
O Lo
+
M
t� r
035.0
rd NO
n
r
M
O LL -
C3 t�
+ to
(6
M r
m�ic
•�I
Z-
0
_ ' - — - - — — —
r .e
-- 00 LO __ P O O O GUFB
0 C. +
I
8.55' wU. U co —N �� 18 S U C1.
— ! - m 00
- - - -
U FU- i N + Ac
C.I- O oo'� O + N 1 X60
r
\I O K)oR N +-
_
- L6N M r 0 � F - -
I
! �Zqo N 32+00 33+00 34+00 35+00 36+00 37+00 38+00
SLY TC - 2• o
r1 W
�t...a
--- - — – - - SCALE:
VERT: T = 4'
STREET CONSTRUCTION NOTES
.........
U Lc
Or ...�•TRACT BOUNDARY o
�1—CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF
FONTANA STD. PLAN N0. 1003
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE 1 X800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
pKo t% E C409)461 - 637z
Invialu
®®=
CITY OF FONTANA STD. PLAN
-IMMEMEMEM
PLAN
3O -CONSTRUCT
1
4" AC OVER 12" (Min) OF 95% COMPACTED NATIVE MATERIAL
4O --CONSTRUCT
CURB RAMP PER CITY OF FONTANA STD. PLAN No. 1006
50.00'
CONSTRUCT
CROSS GUTTER PER CITY
OF FONTANA STD. PLAN No. 104 (W=8.0')
N45'01'36"E
SAWCUT EXIST. PAVEMENT 1.0' FROM
E.P.
7a -CONSTRUCT
N30'30'30"E
AC OVERLAY TRANSITION
PAVEMENT
53.49'
ME
ee
MM
•
MO
IF
I ,
397.10'
•
VAFIS
53.49'
N30630'47"E
9
•
N45'01'36"E
10
355.17'
S30630'30"W
11
8.86'
N30'30'47"E
Z-
0
_ ' - — - - — — —
r .e
-- 00 LO __ P O O O GUFB
0 C. +
I
8.55' wU. U co —N �� 18 S U C1.
— ! - m 00
- - - -
U FU- i N + Ac
C.I- O oo'� O + N 1 X60
r
\I O K)oR N +-
_
- L6N M r 0 � F - -
I
! �Zqo N 32+00 33+00 34+00 35+00 36+00 37+00 38+00
SLY TC - 2• o
r1 W
�t...a
--- - — – - - SCALE:
VERT: T = 4'
STREET CONSTRUCTION NOTES
.........
U Lc
Or ...�•TRACT BOUNDARY o
�1—CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF
FONTANA STD. PLAN N0. 1003
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE 1 X800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
pKo t% E C409)461 - 637z
1 I / 1.10 1 1100.UU I J0.mj I 3-Zv z/
2O --CONSTRUCT
Invialu
®®=
CITY OF FONTANA STD. PLAN
-IMMEMEMEM
PLAN
3O -CONSTRUCT
1
4" AC OVER 12" (Min) OF 95% COMPACTED NATIVE MATERIAL
4O --CONSTRUCT
CURB RAMP PER CITY OF FONTANA STD. PLAN No. 1006
50.00'
CONSTRUCT
CROSS GUTTER PER CITY
OF FONTANA STD. PLAN No. 104 (W=8.0')
N45'01'36"E
SAWCUT EXIST. PAVEMENT 1.0' FROM
E.P.
7a -CONSTRUCT
N30'30'30"E
AC OVERLAY TRANSITION
PAVEMENT
53.49'
ME
HEREON.
MM
"'p-
MO
IF
I ,
397.10'
N30630'30"E
VAFIS
53.49'
N30630'47"E
9
1 I / 1.10 1 1100.UU I J0.mj I 3-Zv z/
2O --CONSTRUCT
N o.
CONCRETE SIDEWALK PER
CITY OF FONTANA STD. PLAN
No. 1015, WIDTH AND LOCATION PER
PLAN
3O -CONSTRUCT
1
4" AC OVER 12" (Min) OF 95% COMPACTED NATIVE MATERIAL
4O --CONSTRUCT
CURB RAMP PER CITY OF FONTANA STD. PLAN No. 1006
50.00'
CONSTRUCT
CROSS GUTTER PER CITY
OF FONTANA STD. PLAN No. 104 (W=8.0')
N45'01'36"E
SAWCUT EXIST. PAVEMENT 1.0' FROM
E.P.
7a -CONSTRUCT
N30'30'30"E
AC OVERLAY TRANSITION
PAVEMENT
53.49'
PER DETAIL
HEREON.
6
116.59'
EDGE OF EXIST
SIZE 2' PAVEMENT
� REMOVE EXISTING A.C.
SAWCUT AND REMOVE I DIKE WHERE APPLICABLE
EXIST. PAVEMENT
GRIND 0.10' EXIST. I
PAVEMENT AND REMOVE EXIST. REDWOOD
OVERLAY 0.10' MIN. I / I HEADER WHERE
iAPPLICABLE
NEW PAVEMENT
EXIST. PAVEMENT 5' MIN. 1' MIN.
I
DETAIL "A"
NTS
GRAPHIC SCALE
0 20 40 80 180
IN FEET
1 inch = 40 ft*
PLAN PREPARED BY:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFE
V
VAN DELL AND ASSOCIATES, INC. CITY OF FONTANA, CA! !FORNIA
SS�p�I
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� � R• GO,p �� CIVIL ENGINEERS STREET IMPROVEMENT PLAN
cSURVEYORS LAND PLANNERS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ao m DRAWN BY: AMN SCALE:
No. 024725 m 17801 CARTWRIGHT ROAD TRACT 14244 As Noted
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12-31-05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR _ �W LLOW AVE DArE:
CP UPDER SIJI�VISION OF.�, � + —
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND y CIVIL �� ZZ, 3 .08 TO 37 62.90 05 27-2005
�F C� �% 2CHECKED BY: DRG AP OVED _ DRAWING NO.:
STANDARDS IN EFFECT. DONALD R. CORDON R.C.E. 24725 DAT � 3872 6
DATE RIC RDO SA OVAL -CITY ENGINEER R.C.E. 51152 7
.i
d-
0
N
6,
0 -
co
O
c1r)
CV
O
'IN
O
O
00
00
a
0
a -
I /
N o.
LINE TABLE
LINE LENGTH
BEARING
1
50.00'
N64621'1 7"E
2
50.00'
S25'42'07"W
3
19.76'
N45'01'36"E
4
397.10'
N30'30'30"E
5
53.49'
N30'30'47"E
6
116.59'
N45601'36"E
7
397.10'
N30630'30"E
8
53.49'
N30630'47"E
9
19.75'
N45'01'36"E
10
355.17'
S30630'30"W
11
8.86'
N30'30'47"E
I
DETAIL "A"
NTS
GRAPHIC SCALE
0 20 40 80 180
IN FEET
1 inch = 40 ft*
PLAN PREPARED BY:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFE
V
VAN DELL AND ASSOCIATES, INC. CITY OF FONTANA, CA! !FORNIA
SS�p�I
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� � R• GO,p �� CIVIL ENGINEERS STREET IMPROVEMENT PLAN
cSURVEYORS LAND PLANNERS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ao m DRAWN BY: AMN SCALE:
No. 024725 m 17801 CARTWRIGHT ROAD TRACT 14244 As Noted
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12-31-05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR _ �W LLOW AVE DArE:
CP UPDER SIJI�VISION OF.�, � + —
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND y CIVIL �� ZZ, 3 .08 TO 37 62.90 05 27-2005
�F C� �% 2CHECKED BY: DRG AP OVED _ DRAWING NO.:
STANDARDS IN EFFECT. DONALD R. CORDON R.C.E. 24725 DAT � 3872 6
DATE RIC RDO SA OVAL -CITY ENGINEER R.C.E. 51152 7
.i
d-
0
N
6,
0 -
co
O
c1r)
CV
O
'IN
O
O
00
00
a
0
a -
I /