HomeMy WebLinkAbout2559-5Q
DELTA/BEARING
RADIUS
LL
LL
TANGENT
Q
91°56'29"
cu
'10 x76
0 0
75
Q
"-
O
39.27
U _jm
cD m
Q
24010'39"
57.00
24.05
12.21
QQ
138°23'22"
In v
o C,
150.01
�8
90°02'04" 1
741-0-r
1 47.14 1
30.02
9.21T
I
50
0
80
'
D FS
=
�ToN Fy
DESIGNED:
m
L1'
00 \ 8
U
9
25'
DRIVE
o
�
E
ti �5 y
`�
a:-3 No. 14814 m
�
73
/4g
_ _4
es' _
4
S
�
*
Exp: 3-31-01
M. B.
-
\,
P.R.C.
4
�rn g 2
FS
LD
U m
N3
49.27 TC
48.77 FL
Qc U J
w
107 t Q
SII
I I . I- LL
m U
E. C. �}--
iz
m CO o
o
L0Lo
49.14 TC, 46.64 FLI
4' rn mLn
0
72 I
v
27`f 27' 1
p O
`r'
L0
1 7
201 20' 7 1
j
Z
KENTUCKY AVENUE
SEE
SHEET NO. 3
Q
DELTA/BEARING
RADIUS
LEN./DIST_
TANGENT
Q
91°56'29"
30.00
48.14
31.03
Q
90000'00"
25.00
39.27
25.00
Qc
24010'39"
57.00
24.05
12.21
QQ
138°23'22"
57.00
1 137.68
150.01
nEi
90°02'04" 1
30.00
1 47.14 1
30.02
SCALE: 1" s 40'
i
N�
N�
78
u 5' P.U.E.
,�j 9�OT
cTYP
-6�5r �f
N-"lJu V1 Ca � -
�+oa 1
_65. 00' _
5' P.U.E.
cgP.)
4
09
• h
l2 �
' m titi N`" I I 1
64.0` - I
-' A I
I I 7.
DELTA/BEARING
MAINE. STREET
z ,
QQ
LL
25.00
39.27 25.00
m SEE SHEET NO. 2
37051'49"
.
-- -- 87.Qo----
n3i
"
~ LL
NVQ
w
LD I
� � 6 32'
I
t�
U U
`I.
79
m m I I
N
21.7 O 25' '
BASIS OF BEARINGS FOR THIS PLAN
oQ
+
Q �,o
' m titi N`" I I 1
64.0` - I
-' A I
I I 7.
Y_ I-
V DRIVE
CONSTRUCTION NOTES:
Q1 CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 30 6 31).
OCONSTRUCT 6" P.C.C. CURB 6 GUTTER PER CITY STD. DWG. NO. 101
O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104
OCONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY'STD. DWG. NO. 105A, "W" PER PLAN
OCONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN
O ADJUST MANHOLE FRAME 6 COVER TO GRADE PER CITY STD. DWG. NO. 109
O ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
10 INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS
12 CONSTRUCT DRIVEWAY APPROACH (W = PER PLAN) PER CITY STD. DWG. NO. 103
I
I 3+57.92 cl. INT.
I =0+00.00 MAINE ST.
2
3
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
ECU® LJRAING
THESE RECORD DRAWINGS HAVE BEEN PREPARED IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS YVHIOH
HAVE BEEN INCORPORATED INTON►THE DOCUMENTS AS
A RESULT.THEREOR
11\ _j,A E& a0A7-C 46-- OP-,
REVISIONS
IOWA LAN E
SEE SHEET NO. 4
43
42
=2+80.28 IOWA LN
<* ///07.0 4 Iffd
APPROVAL DATE APPROVAL DATE
�I
U-
C
E__7SCALE: 1" s 40'
L
62
INDIANA -,-COURT L
Q
DELTA/BEARING
RADIUS
z ,
QQ
90°00'00"
25.00
39.27 25.00
B
37051'49"
57.00
-- -- 87.Qo----
n3i
255043'38" 1
38.00
1 ' 169.60
y�
_j
,
28/18 WAS USED AS THE
LL
ELEVATION: r 1365.01
BASIS OF BEARINGS FOR THIS PLAN
DRAWN BY:
Ir
o
I
PREPARED IN THE OFFICE OF
pFESSIO
80
0''q
STREET PLANS
MADOLE AND ASSOCIATES, INC.
�ToN Fy
DESIGNED:
m
L1'
OF THE INLAND EMPIRE
U
E. F.
25'
DRIVE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
ti �5 y
`�
a:-3 No. 14814 m
�
INDIANA
°'Cu
�
*
Exp: 3-31-01
M. B.
-
9f %�
s�gjF C.Tvl\-
JOB
JOB N0.
�i. �� //2.,i�S "
�
w
my
_ APPROVED
126 1150
+
J. . MADOLE R.C.E.14814 DATE
L0Lo
I�w+
m
Iq
L0
Y_ I-
V DRIVE
CONSTRUCTION NOTES:
Q1 CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 30 6 31).
OCONSTRUCT 6" P.C.C. CURB 6 GUTTER PER CITY STD. DWG. NO. 101
O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104
OCONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY'STD. DWG. NO. 105A, "W" PER PLAN
OCONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN
O ADJUST MANHOLE FRAME 6 COVER TO GRADE PER CITY STD. DWG. NO. 109
O ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
10 INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS
12 CONSTRUCT DRIVEWAY APPROACH (W = PER PLAN) PER CITY STD. DWG. NO. 103
I
I 3+57.92 cl. INT.
I =0+00.00 MAINE ST.
2
3
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
ECU® LJRAING
THESE RECORD DRAWINGS HAVE BEEN PREPARED IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS YVHIOH
HAVE BEEN INCORPORATED INTON►THE DOCUMENTS AS
A RESULT.THEREOR
11\ _j,A E& a0A7-C 46-- OP-,
REVISIONS
IOWA LAN E
SEE SHEET NO. 4
43
42
=2+80.28 IOWA LN
<* ///07.0 4 Iffd
APPROVAL DATE APPROVAL DATE
�I
U-
C
E__7SCALE: 1" s 40'
L
62
INDIANA -,-COURT L
Q
DELTA/BEARING
RADIUS
LEN_/DIST_ TANGENT,i
QQ
90°00'00"
25.00
39.27 25.00
Q
37051'49"
57.00
37.67 19.55
n3i
255043'38" 1
38.00
1 ' 169.60
BENCH MARK: # 361
BASIS
OF BEARINGS:
CITY
O
FONTANA, C
SPIKE IN NORTH FACE OF
THE C.L. OF CHERRY AVE. BEING
PP #1536697E. @ S.W.
COR. OF BASELINE AVE.
N 00008'09"
E PER P.M. 1959,
6 SULTANA AVE.
P.M.B.
28/18 WAS USED AS THE
ELEVATION: r 1365.01
BASIS OF BEARINGS FOR THIS PLAN
DRAWN BY:
TRACT NO. 15709
SCALE:
PREPARED IN THE OFFICE OF
pFESSIO
vango
STREET PLANS
MADOLE AND ASSOCIATES, INC.
�ToN Fy
DESIGNED:
AS SHOWN
OF THE INLAND EMPIRE
Q�pZe
A.
�o
E. F.
WISCONSIN
DRIVE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
ti �5 y
`�
a:-3 No. 14814 m
CHECKED:
INDIANA
COURT
DATE:
PHONE (909) 948-1311
*
Exp: 3-31-01
M. B.
-
9f %�
s�gjF C.Tvl\-
JOB
JOB N0.
�i. �� //2.,i�S "
DWG. N0. SHEET N0.
/ 1/6 -?00
-/6 �98
e OFICA i °Q�ti�
_ APPROVED
126 1150
2 5 5 9 50F7
J. . MADOLE R.C.E.14814 DATE
I�w+
CITY ENGINEER R.C.E. 25126
*P* 40' WISCONSIN DR. & INDIANA CT. - 7[0,255]PF: 1050 694 147an-98 03:31 PM / 126-1050-1