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Q 7 , o N00 ,2 36 W / 112+01.38 Z6
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h I �: I TR. 16539 =10+00.00 LAT. "D-4" - - - - I „+83.71
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D DFIAWING
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COMPILED AND Cp
l Q; h; - -- - - - - - - - - - - - - - - - - BC a FURNISFIE� BY OTH*.�Rs�. THfi
�.` I I �' 3 LA T. D- 4 5' / ,C)+27.17 PROP. PROP. 8 WATER I > � �� L 1 �� RESPONsrI�LE IOT E rN WILL NOT BE
v 2� 1 1 1 I » Rlw I �.i HAVE BEEN I P�ORAATEDR THE DOCUMENTS ASH
DVD 24 RCP � I �'
'c / CL CB 4 10+57.89 ST. STA
, f c A RESULT THEREOF.
#- I
N 1�llO 6, �iV!2,c69CC 11 I 1 I 5 I W=7.0; 4V 8, Ia..m_. J �ko. 36637
l ADO Sts 1 I Q i I BENCH MARK- No. 615 BASIS OF BEARINGS. \ Z
�iN I i TR. 16539-2 I 5' ° 25 I » '
4'q r E TR. BNDRY 8 16 17 I I THE BEARING OF N00' 12 36 E ALONG
I „ I TR. 16539 -Z I THE CENTERLINE OF CATAWBA AVENUE
18 18 I
36'`36 C¢ 36 ¢ s� 15 5 PUE (TYP) I 15 PUE (TYP)
I .
I I
/ r i
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
i
A i
I
1
s
O• T Sri
5
3
0
V l
r
6'-
:
DIAL TWO WORKING I
/ e /
/ C 3 DAYS BEFORE
BEFORE
/ll CL CB 2 h.„,4<,, YOU DIG x I I
/ YOU DIG
/ W=7.0; V=5.0
/ I ,, I TOLL FREE 1-800-227-2600 1
I 10+50.00
„ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i"^
/ rci
END.,24 RCP A RECORD DRAWINGS
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.
RAILROAD SPIKE AT INTERSECTION
11E 90
N0. I SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS FQ
LED /N BOOK 103, PAGES 1 AND 2, �� c;
AVE., IN POWER POLE
ON THE EAST SIDE E O. 90 AVE. OF RECORDS OF SURVEY, WAS USED
AS THE BASIS OF BEARINGS FOR THIS SIEKKA LAKES SPECIFIC PL A IV
ELEVATION: 1467.59 MAP. Z
Prepared Under The Supervision Ofk CITY OF FONTANA, CALIFORNIA Q
.@._��...
PR �V PREPARED IN THE OFFICE OF 4.
de JesUs( F� MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS
Z
1 10601 CHURCH STREET , STE. 107 DRAWN BY: # 1
J N
SCALE:
� rn
s - Q
fl RANCHO CUCAMONGA CA 91730 »
w = N°. 65195 _ m � TRACT 16539, 16539 1 & 16539-2 _
r o948-1311RK _ 1 40
PHONE (909) h,��,�,DESIG,�._�-,,,a,,._. ....a,
�r s NED BY: ff ff DATE:
Exp: 9-30-05 I LI /(E Q MARCH 2004
�P MJG / v
'9T CIV 1 \- �� � ,-�
FOFCA�\FQ D�e_' 74- E�{ g CKED BY: PR ED BY• DRAWING NO.: LRCE 65195 EX.0-05
x
F
MJc � d `z'' � 35$0 : ,�
r CITYA ENGINEER 51152 DATE : `3
JA826-1739\storm\sd02.dwa. 03/26/2004 11:08:56 AM. mia
CURVE
TABLE
Q
DELTA
RADIUS
LENGTH
TANGENT
A
44'07'02"
22.50
17.32
9.12
B
4730'57"
22.50
18.66
9.90
C
913759"
22.50
35.98
23.15
D
83 3957"
45.00
65.71
40.28
E
90,00,00"
45.00
70.69
45.00
H
90,00,00"
45.00
70.69
45.00
l
45'00'00"
22.50
17.67
9.32
J
45'00'00"
22.50
17.67
9.32
K
45'00'00"
22.50
17.67
9.32
L
736'05"
1198.00
158.94
79.59
M
69 05'01 "
45.00
54.26
30.98
N
20'5459"
45.00E
31
F'R
COf3o�
D DFIAWING
P H aaOMf HAVE BEEN PREPARED. IN h
COMPILED AND Cp
l Q; h; - -- - - - - - - - - - - - - - - - - BC a FURNISFIE� BY OTH*.�Rs�. THfi
�.` I I �' 3 LA T. D- 4 5' / ,C)+27.17 PROP. PROP. 8 WATER I > � �� L 1 �� RESPONsrI�LE IOT E rN WILL NOT BE
v 2� 1 1 1 I » Rlw I �.i HAVE BEEN I P�ORAATEDR THE DOCUMENTS ASH
DVD 24 RCP � I �'
'c / CL CB 4 10+57.89 ST. STA
, f c A RESULT THEREOF.
#- I
N 1�llO 6, �iV!2,c69CC 11 I 1 I 5 I W=7.0; 4V 8, Ia..m_. J �ko. 36637
l ADO Sts 1 I Q i I BENCH MARK- No. 615 BASIS OF BEARINGS. \ Z
�iN I i TR. 16539-2 I 5' ° 25 I » '
4'q r E TR. BNDRY 8 16 17 I I THE BEARING OF N00' 12 36 E ALONG
I „ I TR. 16539 -Z I THE CENTERLINE OF CATAWBA AVENUE
18 18 I
36'`36 C¢ 36 ¢ s� 15 5 PUE (TYP) I 15 PUE (TYP)
I .
I I
/ r i
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
i
A i
I
1
s
O• T Sri
5
3
0
V l
r
6'-
:
DIAL TWO WORKING I
/ e /
/ C 3 DAYS BEFORE
BEFORE
/ll CL CB 2 h.„,4<,, YOU DIG x I I
/ YOU DIG
/ W=7.0; V=5.0
/ I ,, I TOLL FREE 1-800-227-2600 1
I 10+50.00
„ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i"^
/ rci
END.,24 RCP A RECORD DRAWINGS
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.
RAILROAD SPIKE AT INTERSECTION
11E 90
N0. I SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS FQ
LED /N BOOK 103, PAGES 1 AND 2, �� c;
AVE., IN POWER POLE
ON THE EAST SIDE E O. 90 AVE. OF RECORDS OF SURVEY, WAS USED
AS THE BASIS OF BEARINGS FOR THIS SIEKKA LAKES SPECIFIC PL A IV
ELEVATION: 1467.59 MAP. Z
Prepared Under The Supervision Ofk CITY OF FONTANA, CALIFORNIA Q
.@._��...
PR �V PREPARED IN THE OFFICE OF 4.
de JesUs( F� MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS
Z
1 10601 CHURCH STREET , STE. 107 DRAWN BY: # 1
J N
SCALE:
� rn
s - Q
fl RANCHO CUCAMONGA CA 91730 »
w = N°. 65195 _ m � TRACT 16539, 16539 1 & 16539-2 _
r o948-1311RK _ 1 40
PHONE (909) h,��,�,DESIG,�._�-,,,a,,._. ....a,
�r s NED BY: ff ff DATE:
Exp: 9-30-05 I LI /(E Q MARCH 2004
�P MJG / v
'9T CIV 1 \- �� � ,-�
FOFCA�\FQ D�e_' 74- E�{ g CKED BY: PR ED BY• DRAWING NO.: LRCE 65195 EX.0-05
x
F
MJc � d `z'' � 35$0 : ,�
r CITYA ENGINEER 51152 DATE : `3
JA826-1739\storm\sd02.dwa. 03/26/2004 11:08:56 AM. mia