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FLORENTINE AVENUE ..SEE SHEET 2
GAR 111ALD1A�'
64' 60'
o, 3 , SEE SHEET 2
32 32 3 0 64'
N
W
N
Lo
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N
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v2
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PROPOSED 36'
STORM DRAIN
' � 1
- i4
12 2Cit0 1
32' 32'
64'
FLORENTINE AVENUE
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(TYp)«j c = vi
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1661.00 TC
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RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
fll
me NWF U�mww a
. • ' . .
FLORENTINE AVENUE ..SEE SHEET 2
GAR 111ALD1A�'
64' 60'
o, 3 , SEE SHEET 2
32 32 3 0 64'
N
W
N
Lo
0
N
O
v
v2
0
0
CL
T 11
f � `
I
PROPOSED 36'
STORM DRAIN
' � 1
- i4
12 2Cit0 1
32' 32'
64'
FLORENTINE AVENUE
M
�i W
-".......................
. . .................. . .
......................
L CB /3
40' EASEMENT
42 v m 4 1
(TYp)«j c = vi
6 + ± ° 10+43. Bt
1661.00 TC
219
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6
CATCH WIN WJ
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m�
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37
DANTE PLACE
REVISION DESCIIPTION mmm
_ 16d1,
34
12+65.31
10+00.00
J 35
PROPOSED R/W
� 36
CURVE & UNE TABLE
»
M GR -
EX
0
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
co N
CD m
40
_-
B
25.00'
9(713'357
39
25.10'
...
-
o^
Ir -6
c3
U
89'46'25"
c.
24.90'
cn
o�
01
20728'52"
137.61'
155.40'
r- of
E
112.00'
PROPOS:D 8" SEWER
53.72'
PER SH;ET 2, TR. NO.
18825
PER D 5111
219
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R �o
6
CATCH WIN WJ
SUMP (CASE "B")
NTS
_DIG,�E ► T
TOLL FREE �1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
m�
opo TYP) m
+ Lo Lu 38
to
37
DANTE PLACE
REVISION DESCIIPTION mmm
_ 16d1,
34
12+65.31
10+00.00
J 35
PROPOSED R/W
� 36
8" WATERrvm._ 32' 32'
1 20' 20'BY OTHERS -1 m
PI 1 166663
CURVE & UNE TABLE
»
M GR -
EX
0
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
25.00'
_-
B
25.00'
9(713'357
39.34'
25.10'
...
-
C
25.00
89'46'25"
39.17'
24.90'
D
38.00'
20728'52"
137.61'
155.40'
_ -
-
E
112.00'
272852'
53.72'
27.39'
F
- N.'-. ;.
50.00'
N6754'41"W
G
20.00'
NOV2313"E
H
166.68'
N8T36'270'E
J
113.61'
S8.72252"W
K
112.00'
1(700'02'
19.55'
9.30'
L
42.71'
N 10'23'34"W
M
58.00'
110'00'00'
111.34'
82.83'
N
42.71'
N80'2332"W
0
112.00'
1900'01'
19.55'
9.80'
P
112.00'
12-12'3.T
23.87'
11.98'
R
50.00'
N8(75747"E
S
38.00'
211'54'46"
140.55'
132.90'
T
50.00'
S6707'28"E
U
112.00'
2720'21"
43.68'
22.12'
V
22.34'
S8(T07'080'E
W
500.00'
10'00'00"
89.65'
44.95'
X
153.32'
N8T36'27"E
Y
516.50'
03'33'54"
32.14'
16.07'
I
482.00'
00'5525"
7.77'
3.88'
AA
45.00'
90'00'00"
70.69'
45.00'
BB
345.00'
19-14'36"
115.87'
58.49'
8" WATERrvm._ 32' 32'
1 20' 20'BY OTHERS -1 m
PI 1 166663
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11 .. L--PROPOSED:.TC 20'
(i1 FaT )
1RUNQ FL
SHOULD CONSIRUCIION OF REQUMED BASIS OF BEMING1
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE
IMPROVEMENTS NOT CO1�V� WITHIN OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., RSW., S.B.M. AS
TWO YEARS OF THE DATE Of APPROVAL STRATHAM HOMES, INC SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300 BENCHMARK
DILICINT MANNER, THE C" ENaNEER MAY IRVINE, CA 92612
REQUIRE REVISIONS TO THE PLANS TO TEL (y49) 833-1554 CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
BRING THEM INTO CONFORMANCE WITH IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE.
EUYATION=142&609Q
Fdename: I:\Stratham Homes-129\Fontana 25ac\DWG's\FILL DESIGN\STREETS\Phase 2\TR 18825 -ST 04.di