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9+00 10+00 11+00 12+00 13+00 14+00 FZ�N 1'= 40' 115+00 10+00 11+00 12+00 13+00 14+00
LANDMARK DRIVE
SEE SH T. 4 r5,
0)
EC
TC 99.11FL Ln
99.6 co
18 -Z
5TG Uu.vu,
,41
7'
TR. NO. 16 176-2
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IN: 1 2
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LINE
-7
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>.-
Ll
17
50.00
16
L 0
50.00
23 24
A(48-1528 "E
41.04
21-1
N45'02'26'W
41.0
L5
N48'21'14'W
. 41.
ci
5522J"
r 22
10.97
rg
C4
8
980.00
1.0
144.52
C5
19'2224"
1000.00
jJ8. 11
170.69
C6
14'28'0 1 "
No
25755
129.46
C7
5'16'50"
CONSTRUCTION NOTES . 1�1,6,,,
9.86
4.9J
C8
9X06'47"
60.00
97.51
6J. Y5_
C9
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
(957o)
48.06
28.69
C10
NATIVE MATERIAL (SEE GENERAL NOTES J1 & J2)
25.00
J9.27
25.00
C11
CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO.
100J.
40.42
26.17
C12
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD PLAN
NO. 1015.
J4.79
1741
Cli
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.
102.
111.00
55.86
C14
W = 16' UNLESS NOTED ON PLAN.
J82. 00
JJ2
1.66
C15
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE
17)
463J
2154
ADJUST MANHOLE RIM TO GRADE PER C17 -Y STD. PLAN 109.
11'12'08"
10700
20.92
10.49
ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 1JO.
211 '44'JO"
J8.00
140.4J
LO
1'2t__
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LINE
-7
,"�7_ i� -
>.-
Ll
17
50.00
16
L 0
50.00
23 24
A(48-1528 "E
41.04
L4
N45'02'26'W
41.0
L5
N48'21'14'W
LO
1'2t__
zc)
TR. NO. 16176
19
18
4
SEWER
6 PROP--,,
13 ', PROP. 8 WATER ---
Ln
C�, �--
15 +
!2
TR. NO. 16176
MIRA VIS TA L A NE
TOLL FREE 'qqmmmw"" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1�0
REVISION DESCRIPTION
�\ I R,=c.,0wG .
SCAL.E IN FEET
0 40 80 1
C-4
C-3
20
7�i
13
1_5
1
LOS CoyOTES ST.
SEE SHT.
- Z G
6. -*1 06.11 FL
tA 06.61 T
I -S
5 ha
709 tl� 9
D
FS
751
C.Z.
10
LINE TABLE
LINE
-7
,"�7_ i� -
>.-
Ll
NJ9'Jl'20'W
50.00
16
L 0
50.00
23 24
A(48-1528 "E
41.04
L4
TR. NO. 16176
19
18
4
SEWER
6 PROP--,,
13 ', PROP. 8 WATER ---
Ln
C�, �--
15 +
!2
TR. NO. 16176
MIRA VIS TA L A NE
TOLL FREE 'qqmmmw"" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1�0
REVISION DESCRIPTION
�\ I R,=c.,0wG .
SCAL.E IN FEET
0 40 80 1
C-4
C-3
20
7�i
13
1_5
1
LOS CoyOTES ST.
SEE SHT.
- Z G
6. -*1 06.11 FL
tA 06.61 T
I -S
5 ha
709 tl� 9
D
FS
751
C.Z.
10
LINE TABLE
LINE
BEWING
LENGTH
Ll
NJ9'Jl'20'W
50.00
L2
N0746'50"W
50.00
LJ
A(48-1528 "E
41.04
L4
N45'02'26'W
41.0
L5
N48'21'14'W
. 41.
DATE I ENGR. I CITY I DATE
LA NDMA RK DRI VE
SEE SH;
27' 2
7 20
6
15
TR. NO.
16176-1
7
10+00.00 C.L. SATICOY PL
1J+80.81 C.L. LANDMARK DR
101
27'
LA,) 06 G76
-PROP. 8., ---\-15.7'
SEW
__81WA TER
CURVE TABLE
THE BEARING OF NOO*16'44"W ALONG
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
9Y 1 75J"
60.00
9770
6J.56
C2
80'12'2J"
J5.00
49.00
29.48
ci
5522J"
107.00
10.97
5.49
C4
16*46'40"
980.00
286.97
144.52
C5
19'2224"
1000.00
jJ8. 11
170.69
C6
14'28'0 1 "
1020.00
25755
129.46
C7
5'16'50"
10700
9.86
4.9J
C8
9X06'47"
60.00
97.51
6J. Y5_
C9
78'40'40"
J5.00
48.06
28.69
C10
90,00,00"
25.00
J9.27
25.00
C11
92J7J6"
25.00
40.42
26.17
C12
4*46'09'
418.00
J4.79
1741
Cli
15*5j58"
400.00
111.00
55.86
C14
0'2955"
J82. 00
JJ2
1.66
C15
24*48J6'
10700
463J
2154
C16
11'12'08"
10700
20.92
10.49
C17
211 '44'JO"
J8.00
140.4J
1JJ.66
C18
80-12'2J"
55.00
76.99
46.J2
C19
78*40'40"
55.00
75.5J
45.08
LA,) 06 G76
-PROP. 8., ---\-15.7'
SEW
__81WA TER
BASIS OF BEARINGS:
THE BEARING OF NOO*16'44"W ALONG
RAILROAD SPIKE AT INTERSECTION
THE WEST LINE OF SECTION 30,
OF CITRUS AVE. AND LOS CECROS
6
AVE., IN POWER POLE NO. 9011 E
SAN BERNARDINO MERIDIAN, AS SHOWN
ON THE EAST SIDE OF CITRUS AVE.
ON TR. NO. 15908, IN BOOK 271,
L6 (6
`n 0" 7
7
(S6
Prepared
Under The Supervision Of :
20
7 �i<)) Fri
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ;:0
PART, ON THE BASIS OF INFORMATION COMP!LED AND
PREPARED IN THE OFFICE OF
FURNISHED BY OTHERS. THE ENGINEER WILL. NOT'BE 40 -
N r,3 �
8
If)
n
TR.
NO.
16176-2
X
Expi 06-30-04
CITY OF FONTANA, CALIFORNIA
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
STREET IMPROVEMENT PLAN
DRAWN BY:
CA
41,,hgeQ;�S�&,Date
JV
14
L6
0)
13
C.3
U<
DATE:
12
§kMdijY'PL A CE
SEPT. 200J
CHECKED BY:
P BY.. I /
DRAWING NO.:
5
W/
I CffY-ENGINER R.C.E. 51 T5-2- gATE -
3528
�z
LA,) 06 G76
-PROP. 8., ---\-15.7'
SEW
__81WA TER
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 REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
TR. NO. 16176-2
SA TICO Y PLACE
BENCH MARK: # No. 615
BASIS OF BEARINGS:
THE BEARING OF NOO*16'44"W ALONG
RAILROAD SPIKE AT INTERSECTION
THE WEST LINE OF SECTION 30,
OF CITRUS AVE. AND LOS CECROS
6
AVE., IN POWER POLE NO. 9011 E
SAN BERNARDINO MERIDIAN, AS SHOWN
ON THE EAST SIDE OF CITRUS AVE.
ON TR. NO. 15908, IN BOOK 271,
L6 (6
`n 0" 7
"j
(S6
Prepared
Under The Supervision Of :
20
7 �i<)) Fri
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ;:0
PART, ON THE BASIS OF INFORMATION COMP!LED AND
PREPARED IN THE OFFICE OF
FURNISHED BY OTHERS. THE ENGINEER WILL. NOT'BE 40 -
N r,3 �
8
If)
n
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 REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
TR. NO. 16176-2
SA TICO Y PLACE
BENCH MARK: # No. 615
BASIS OF BEARINGS:
THE BEARING OF NOO*16'44"W ALONG
RAILROAD SPIKE AT INTERSECTION
THE WEST LINE OF SECTION 30,
OF CITRUS AVE. AND LOS CECROS
TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVE., IN POWER POLE NO. 9011 E
SAN BERNARDINO MERIDIAN, AS SHOWN
ON THE EAST SIDE OF CITRUS AVE.
ON TR. NO. 15908, IN BOOK 271,
ELEVATION: # 1467.59
IPAGES 34 THROUGH 39 OF MAPS.
Prepared
Under The Supervision Of :
E
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ;:0
PART, ON THE BASIS OF INFORMATION COMP!LED AND
PREPARED IN THE OFFICE OF
FURNISHED BY OTHERS. THE ENGINEER WILL. NOT'BE 40 -
MADOLE AND ASSOCIATES, INC.
bi No, 36637 c:
10601 CHURCH STREET I STE. 107
X
Expi 06-30-04
CITY OF FONTANA, CALIFORNIA
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
STREET IMPROVEMENT PLAN
DRAWN BY:
CA
41,,hgeQ;�S�&,Date
JV
RCE
36637 EXP .
7
C.
35.45' 10
LAj
9 C)
Q)
Q_
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ;:0
PART, ON THE BASIS OF INFORMATION COMP!LED AND
V. -
FURNISHED BY OTHERS. THE ENGINEER WILL. NOT'BE 40 -
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INT0,,THE DOCUMENTS AS
A RESULT THEREOF.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
TRACT No. 1-0176-2 & 16176
SCALE
JV
YIS'TA L A NE
ASSHOWN
(Z
DESIGNED Eff*
DATE:
EF
§kMdijY'PL A CE
SEPT. 200J
CHECKED BY:
P BY.. I /
DRAWING NO.:
5
W/
I CffY-ENGINER R.C.E. 51 T5-2- gATE -
3528
5
JA826-1177\Street\st05.dwa. 02/09/2004 03:13:28 PM. DM