HomeMy WebLinkAbout3244-311300
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CURB CUr `✓E DATA
CURVE
0.
RADIUS
LENGTH
TAN
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90'20'58"
30'
47.31'
VERT: 1" = 4'
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39'39'02`
30'
46.94'
29.82
60.00'
r0
56.29
HORIZ: 11" = 40'
( PROP.R/W
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90'20'58"
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61
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EXIST. 8`
VCP SEWER PER
126'03'30"
58'
.. O
113.97
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18'111'41 "
62'
TRACT 13926, M. NO. 2081
9.93
OI
0
45'
70.43
44.74
111
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EXIST. STREET IMPTS PER
19.69'
10,0'
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TRACT 13926, DWG NO. 2080
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115.95
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06,9 . MM
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LOT 'C' 11 .1 PROP.R/W
125.95'��'�
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126.19
10' LANDSCAPING AND
A
10' LANDSCAPING AND
PUBLIC UTILITY EASEMENT�,o°
PUBLIC UTILITY EASEMENT
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MARINERS
WAY
SEE AT RIGHT HEREON
CURB CUr `✓E DATA
CURVE
0.
RADIUS
LENGTH
TAN
(�
90'20'58"
30'
47.31'
30.18
O
39'39'02`
30'
46.94'
29.82
PREPARED BY
FIRM: raafp engineering, Inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: (90fi 272,,-q72 FAX: ( 909) 272-0166
[Ai I V_ 29616 %0114 oY-
SIGNATURE RCE DATE
NORTH
0 10 20 40 80 120
SCALE: 1"=40'
QRpf E SS�ON %�
REV. REVISION DESCRIPTION
O
W NO. 29616 2� o
DIAL TWO WORKING
4 Exp. 3/31/03 4 BEFORE DAYS BEFORE
YOU DIG YOU DIG
��9r1 101 v I I- '\ TOLL FREE 1-800-227-2600
OF CA\ -\F A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Ra
M
W
56
m
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W df C�I
27.61'
O.C.
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L=53.$9 O.C. L=61.6' O.0
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8' ICUR +
t2 19-46.94 O.C.
- - ,2,.65q• _ - - 100' C L=
CONSTRUCTION NOTES M A 0 Hm�'l N E 0 Hm'o kb'""k
CONSTRUCT 4" A.C. OVER 12` OF 959: COMPACTED NATIVE SOIL (SEE GEN. NOTES NO. 31 & 32)
3�- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003.
& - CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8')
!�5 - CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006.
�6 CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
�p7 -- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 103 (W=16').
`'� - REMOVE EXISTING CONCRETE CURB / AC BERM/CONCRETE C.B.
i0 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING PER DETAIL 'A" ON SHE 1
13 ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109.
14 INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS J10),
27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
15 INSTALL 5800 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (70 WATTS #7),
27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
16 INSTALL STOP SIGN (R-1) PER CITY OF FONTANA STD. 139.
�7�-- PAINT 12' WIDE WHITE STOP BAR PER CITY OF FONTANA STD. 140.
18 PAINT 'STOP' LEGEND
DATE ENGR. CITY DATE SHOULD CONSTRUC11ON 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 REOUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
13+00
15+00
MILLER AVE
SEE AT LEFT HEREON
13061
..............................................................................................
o
RADIUS
LENGTH
TAN
�8
_-po
300'
W
LL
- v_
c:3
pp _
11'01'35"
280'
53.89'
28.86' 31.20
60.00'
r0
56.29
61.58'
( PROP.R/W
0D
90'20'58"
+ W ^,' �
N
N
1+'1
+
cv
61
N
+
M
.-
0
7
U
7
24.86
�G
126'03'30"
58'
127.61'
113.97
O
18'111'41 "
62'
19.69'
9.93
OI
89'40'07"
45'
70.43
44.74
L=
il.58 4C
L=53
19.69'
10,0'
VC
16.25'
C.
0..
PI 1300.41
I
11-00
12-00
CONSTRUCTION NOTES M A 0 Hm�'l N E 0 Hm'o kb'""k
CONSTRUCT 4" A.C. OVER 12` OF 959: COMPACTED NATIVE SOIL (SEE GEN. NOTES NO. 31 & 32)
3�- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003.
& - CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8')
!�5 - CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006.
�6 CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
�p7 -- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 103 (W=16').
`'� - REMOVE EXISTING CONCRETE CURB / AC BERM/CONCRETE C.B.
i0 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING PER DETAIL 'A" ON SHE 1
13 ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109.
14 INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS J10),
27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
15 INSTALL 5800 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (70 WATTS #7),
27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
16 INSTALL STOP SIGN (R-1) PER CITY OF FONTANA STD. 139.
�7�-- PAINT 12' WIDE WHITE STOP BAR PER CITY OF FONTANA STD. 140.
18 PAINT 'STOP' LEGEND
DATE ENGR. CITY DATE SHOULD CONSTRUC11ON 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 REOUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
13+00
15+00
MILLER AVE
SEE AT LEFT HEREON
13061
..............................................................................................
o
RADIUS
LENGTH
TAN
�A
11'01'35"
300'
57.73'
28.96
OB
11'01'35"
280'
53.89'
28.86' 31.20
60.00'
60.00'
56.29
61.58'
( PROP.R/W
0D
90'20'58"
+ W ^,' �
N
�I
�l2!
� •
cv
61
62
M fes+
63
vi
C� +
64
0
7
7
7
LEGEND
REMOVE EXISTING IMPROVEMENTS
GRIND EXISTING AC PAVEMENT
6
14
II
MILLER AVE
SEE AT LEFT HEREON
CURB CURVE DATA
CURVE
o
RADIUS
LENGTH
TAN
�A
11'01'35"
300'
57.73'
28.96
OB
11'01'35"
280'
53.89'
27.03
O
11'01'35"
320'
61.58'
30.89
0D
90'20'58"
30'
47.31'
30.18
0
89'39'02"
30'
46.94'
29.82
0
89'40'07"
25'
39.13'
24.86
�G
126'03'30"
58'
127.61'
113.97
O
18'111'41 "
62'
19.69'
9.93
OI
89'40'07"
45'
70.43
44.74
DESIGNED BY:
Date : CHECKED BY:
SCALE: 1 "=40'
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216 SCALE: i• = 40'
MILLER AVENUE MARINERS WAY DATE:
I f 130' WLY OF UMEFS WAY R10Y140IAN DIM MLt� A� 15 JAN 2002
TO } 19 ELY OF WAY
APPRO BY: DRAWING NO.: 3
i D • ��" 3244
CI Y ENGINEER R.C.E. 51152_ 0ATE:
0
0
10
20
40
80
120
SCALE: 1 "=40'
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216 SCALE: i• = 40'
MILLER AVENUE MARINERS WAY DATE:
I f 130' WLY OF UMEFS WAY R10Y140IAN DIM MLt� A� 15 JAN 2002
TO } 19 ELY OF WAY
APPRO BY: DRAWING NO.: 3
i D • ��" 3244
CI Y ENGINEER R.C.E. 51152_ 0ATE: