HomeMy WebLinkAbout1819-5I
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PLANS PREPARED UNDER THE DIRECTION OF:
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No -25083 RANDWL L. STREETER R.C.E. 25083 DATE:
6P. 12-31-89
MY REGISTRATION EXPIRES 12-31-89
0 .C.
2+00 3+00 4+00 5 +00
O
3
0
V Vlot
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5 36 37 38 39 to
40 m ;� 42
43 '"'
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wit '••..�
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L=1 .04 v0 yo R c°� • '•
M L=51 .13 L=45.17 L=51 .15 L=48.77 L=48.96 N• �9�< s ; :04
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i FO A/ 610
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2 3 Sam •ice. 42 7 A, 9�
A B x'329 :••..•.
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L= 36.05 L = ,'S� • •' •.
I.75 L=49.22 L=54.24 L=54.78 L=54.25 I 2p �••
L=8.43 •4 ••••••'
L=10.38 =36.05 •`••.
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YORKTOWN COURT.
RL.V 1 S T nmq ENCR' S CITY
No: Desori tion: APPROVAL DATE APPROVAL DATE
s
a_
t -b
S
O
f
fi
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C L
-J 7
CONSTRUCTION NOTES:
Q --CONSTRUCT " A.C. OVER to
A.B. PAVING (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.l
O-- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101.
Q-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
Q --"CONSTRUCT RES I DENT I AL DR I VEWAY PER C I TY STD. 102 (W" 16' MAX; X= 3' 7 .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION
(D- 0-0 INSTALL SINGLE 5600 H.P.S. STREET LIGHT.
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3624.00
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170.55
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PLANS PREPARED UNDER THE DIRECTION OF:
Wt
No -25083 RANDWL L. STREETER R.C.E. 25083 DATE:
6P. 12-31-89
MY REGISTRATION EXPIRES 12-31-89
0 .C.
2+00 3+00 4+00 5 +00
O
3
0
V Vlot
•
5 36 37 38 39 to
40 m ;� 42
43 '"'
go
i L=50, 5 i �••'•'•o
wit '••..�
�` •• ....
L=1 .04 v0 yo R c°� • '•
M L=51 .13 L=45.17 L=51 .15 L=48.77 L=48.96 N• �9�< s ; :04
�
D ' � 6 c
N E 0 g J0 Sit
i FO A/ 610
cu
2 3 Sam •ice. 42 7 A, 9�
A B x'329 :••..•.
IK
L= 36.05 L = ,'S� • •' •.
I.75 L=49.22 L=54.24 L=54.78 L=54.25 I 2p �••
L=8.43 •4 ••••••'
L=10.38 =36.05 •`••.
' O '
''
46 � � 44 �••
o •.•
R•" •
va
Nit •..••
f 45
51 50 49 48 470 64,10
N •
YORKTOWN COURT.
RL.V 1 S T nmq ENCR' S CITY
No: Desori tion: APPROVAL DATE APPROVAL DATE
s
a_
t -b
S
O
f
fi
G
e
C L
-J 7
CONSTRUCTION NOTES:
Q --CONSTRUCT " A.C. OVER to
A.B. PAVING (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.l
O-- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101.
Q-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
Q --"CONSTRUCT RES I DENT I AL DR I VEWAY PER C I TY STD. 102 (W" 16' MAX; X= 3' 7 .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION
(D- 0-0 INSTALL SINGLE 5600 H.P.S. STREET LIGHT.
fHllilfj= 0-7111 Ill
Q
t
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{
#
#
01029'08"
318.00
8.25
t
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=��3.�2
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006,00
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t 340 -11
UA
m\Rz/ ae 7o.=mss' c B. i1
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P✓I 2/ h � Tm m� �y �s Zw
m� gu uia �o 32%
Om n� ma mN snow I
AS
I I
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.e zs9%. _-... 1 - '/
via
7
616
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- .1
PLANS PREPARED UNDER THE DIRECTION OF:
Wt
No -25083 RANDWL L. STREETER R.C.E. 25083 DATE:
6P. 12-31-89
MY REGISTRATION EXPIRES 12-31-89
0 .C.
2+00 3+00 4+00 5 +00
O
3
0
V Vlot
•
5 36 37 38 39 to
40 m ;� 42
43 '"'
go
i L=50, 5 i �••'•'•o
wit '••..�
�` •• ....
L=1 .04 v0 yo R c°� • '•
M L=51 .13 L=45.17 L=51 .15 L=48.77 L=48.96 N• �9�< s ; :04
�
D ' � 6 c
N E 0 g J0 Sit
i FO A/ 610
cu
2 3 Sam •ice. 42 7 A, 9�
A B x'329 :••..•.
IK
L= 36.05 L = ,'S� • •' •.
I.75 L=49.22 L=54.24 L=54.78 L=54.25 I 2p �••
L=8.43 •4 ••••••'
L=10.38 =36.05 •`••.
' O '
''
46 � � 44 �••
o •.•
R•" •
va
Nit •..••
f 45
51 50 49 48 470 64,10
N •
YORKTOWN COURT.
RL.V 1 S T nmq ENCR' S CITY
No: Desori tion: APPROVAL DATE APPROVAL DATE
s
a_
t -b
S
O
f
fi
G
e
C L
-J 7
CONSTRUCTION NOTES:
Q --CONSTRUCT " A.C. OVER to
A.B. PAVING (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.l
O-- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101.
Q-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
Q --"CONSTRUCT RES I DENT I AL DR I VEWAY PER C I TY STD. 102 (W" 16' MAX; X= 3' 7 .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION
(D- 0-0 INSTALL SINGLE 5600 H.P.S. STREET LIGHT.
fHllilfj= 0-7111 Ill
Q
t
}
LENGTH
#
#
01029'08"
318.00
8.25
4.12
Q
32004'24"
52.00
t
17.82
QC
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#
1
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N i N�
t 340 -11
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m\Rz/ ae 7o.=mss' c B. i1
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P✓I 2/ h � Tm m� �y �s Zw
m� gu uia �o 32%
Om n� ma mN snow I
AS
I I
J 2o.'VC
.e zs9%. _-... 1 - '/
via
7
616
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040
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PLANS PREPARED UNDER THE DIRECTION OF:
Wt
No -25083 RANDWL L. STREETER R.C.E. 25083 DATE:
6P. 12-31-89
MY REGISTRATION EXPIRES 12-31-89
0 .C.
2+00 3+00 4+00 5 +00
O
3
0
V Vlot
•
5 36 37 38 39 to
40 m ;� 42
43 '"'
go
i L=50, 5 i �••'•'•o
wit '••..�
�` •• ....
L=1 .04 v0 yo R c°� • '•
M L=51 .13 L=45.17 L=51 .15 L=48.77 L=48.96 N• �9�< s ; :04
�
D ' � 6 c
N E 0 g J0 Sit
i FO A/ 610
cu
2 3 Sam •ice. 42 7 A, 9�
A B x'329 :••..•.
IK
L= 36.05 L = ,'S� • •' •.
I.75 L=49.22 L=54.24 L=54.78 L=54.25 I 2p �••
L=8.43 •4 ••••••'
L=10.38 =36.05 •`••.
' O '
''
46 � � 44 �••
o •.•
R•" •
va
Nit •..••
f 45
51 50 49 48 470 64,10
N •
YORKTOWN COURT.
RL.V 1 S T nmq ENCR' S CITY
No: Desori tion: APPROVAL DATE APPROVAL DATE
s
a_
t -b
S
O
f
fi
G
e
C L
-J 7
CONSTRUCTION NOTES:
Q --CONSTRUCT " A.C. OVER to
A.B. PAVING (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.l
O-- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101.
Q-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
Q --"CONSTRUCT RES I DENT I AL DR I VEWAY PER C I TY STD. 102 (W" 16' MAX; X= 3' 7 .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION
(D- 0-0 INSTALL SINGLE 5600 H.P.S. STREET LIGHT.
fHllilfj= 0-7111 Ill
Q
{
}
LENGTH
TANGENT
#
01029'08"
318.00
8.25
4.12
Q
32004'24"
52.00
t
17.82
QC
253001'55"
38.00
157.82
Q
42033'14"
62.00
46.05
24.14
04058'50"
3588.00
311.89
155.05
Q
05023'21"
3624.00
340.87
170.55
{
QI
050,544'0/
3606.00
-37/.34
/06.84'
Q
11040'51"
300.00
51.16
30.59
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t 340 -11
UA
m\Rz/ ae 7o.=mss' c B. i1
CQ
P✓I 2/ h � Tm m� �y �s Zw
m� gu uia �o 32%
Om n� ma mN snow I
AS
I I
J 2o.'VC
.e zs9%. _-... 1 - '/
via
7
616
P� I C' _ 9�p t,
5��
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040
L oC L..t
- .1
PLANS PREPARED UNDER THE DIRECTION OF:
Wt
No -25083 RANDWL L. STREETER R.C.E. 25083 DATE:
6P. 12-31-89
MY REGISTRATION EXPIRES 12-31-89
0 .C.
2+00 3+00 4+00 5 +00
O
3
0
V Vlot
•
5 36 37 38 39 to
40 m ;� 42
43 '"'
go
i L=50, 5 i �••'•'•o
wit '••..�
�` •• ....
L=1 .04 v0 yo R c°� • '•
M L=51 .13 L=45.17 L=51 .15 L=48.77 L=48.96 N• �9�< s ; :04
�
D ' � 6 c
N E 0 g J0 Sit
i FO A/ 610
cu
2 3 Sam •ice. 42 7 A, 9�
A B x'329 :••..•.
IK
L= 36.05 L = ,'S� • •' •.
I.75 L=49.22 L=54.24 L=54.78 L=54.25 I 2p �••
L=8.43 •4 ••••••'
L=10.38 =36.05 •`••.
' O '
''
46 � � 44 �••
o •.•
R•" •
va
Nit •..••
f 45
51 50 49 48 470 64,10
N •
YORKTOWN COURT.
RL.V 1 S T nmq ENCR' S CITY
No: Desori tion: APPROVAL DATE APPROVAL DATE
s
a_
t -b
S
O
f
fi
G
e
C L
-J 7
CONSTRUCTION NOTES:
Q --CONSTRUCT " A.C. OVER to
A.B. PAVING (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.l
O-- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101.
Q-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
Q --"CONSTRUCT RES I DENT I AL DR I VEWAY PER C I TY STD. 102 (W" 16' MAX; X= 3' 7 .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION
(D- 0-0 INSTALL SINGLE 5600 H.P.S. STREET LIGHT.
fHllilfj= 0-7111 Ill
Q
DELTA
RADIUS
LENGTH
TANGENT
Q
01029'08"
318.00
8.25
4.12
Q
32004'24"
52.00
34.71
17.82
QC
253001'55"
38.00
157.82
Q
42033'14"
62.00
46.05
24.14
04058'50"
3588.00
311.89
155.05
Q
05023'21"
3624.00
340.87
170.55
QI
050,544'0/
3606.00
-37/.34
/06.84'
Q
11040'51"
300.00
51.16
30.59
CITY•OF FONTANA , CALIFORNIA
Adum5 Streeter PUBLIC WORKS DEPARTMENT
CIVIL ENG' I
NEERNS
I
NC
- - Drawn by: STREET, 1 MPROVEMENI' PLAN soa I e:�� ..
TORK YORKTOWN COURT I - 40
Designed by: Date:
Adams * Streeter 15 Corporate Park M E L TRACT NUMBER !3094
CIVIL ENGINEERS INC. t r v i n ► CA 92714 C71 4) 474--2330
Cneoked by: CSG Dwq. No.
A r P r o v e d i �t�.�c%e..Csl•�. , •�`G/�i 9
c�N 88-� - $ E S !NTERIM CITY ENCINEE.Q R.C.E. 251.26 1819 5
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