HomeMy WebLinkAbout3638-4PRE 'ARM BY
FIRM: raab engineering, inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: (909 272- 2 FAX: ( 909) 272-0166
29616
SIGNATURE RCE DATE
27
Q
26
28
o
29
30
1'
C9
90'00'00'
Q
58.12'
37.00'
L=119,03'
n
62'
119.03'
88.55'
N
„Qr
oil
—
9.80'
O
Ifs'
sato' WRORR
W. 4,
45.00'
�y
L=9.51'
OC
O
2
.R�tV 60A?
iRdn
OO4-1
P1=66.19
40.
'VC
10.00
10.00
40.00' Y.C.
L-42.36'
bN�10
-
- _ -
Tc
19
PI
.18
oC
oC
PI --87.18
SEE SHT.
O.C.
i
OC
L—.36'OC
L=9.52'
L-19
55
C.
_o
i
OC
OC
i
L 119.03
_-__
N
�p
t0
-
`a
to
co
To
'
-
O.C.
EXIST. NAT. GROIIlO
4 I
AT'R
R=1
L=70.8
>�
1t¢1
-
m
CSF PROP. WEST T
Or— CURB
4000
-
-
L=70.69 VC
:
U
'
PI -61.06
O
GIYA1. W. {wRl{/lf/:}
p
•1
i ;
r
-
_
:r
R
pc10
-
-
r
PROFILE OF PROP. CE
CEFLINE
I
58.12' OC
- _
g
A
Q
Q
EXIST. NAT. Mm 8
U
o AT
O
n
r
1!
O
S Q,
- LE \/.
• EAST TOP `a-- CUPS
:
r r y
i t
r �
f
-
:
:
r
t i
i
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t
PROFILE SCALE
9+00
10+00
11-1-00 12+00
13+00
14+00
VERT: 1 " = 4'
HORIZ: 1 ° = 40'
PRE 'ARM BY
FIRM: raab engineering, inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: (909 272- 2 FAX: ( 909) 272-0166
29616
SIGNATURE RCE DATE
27
Q
26
28
o
29
30
1'
C9
90'00'00'
Q
58.12'
37.00'
O
n
62'
119.03'
88.55'
N
„Qr
oil
19.55'
9.80'
O
Ifs'
sato' WRORR
W. 4,
45.00'
�y
O
N
_.... ..................... tmjrf,.
`1QGtl'M 60'
24 13 12
A0<L-,
`J
SEE SHT. 3
0, FESS/ov
LN)
�� L RA,I
Fy
C NO. 29616
cr- ;a
Exp. 3/31/07
cf'J9T C + v I
F OF CAL�FQ
BLACKOAK LANE
REV.
REVISION DESCRIPTION
33
13+14.00 BLACKOAK LN.
11+57.63 -BANYAN CT.)
O
CUM CAVE DATA
CURVE
o
RADIUS
LENGTH
TANGENT
oA
90'00'00'
37'
58.12'
37.00'
O
110'00'04'
62'
119.03'
88.55'
OK
J
112'
19.55'
9.80'
O
90'00'00'
45'
70.69'
45.00'
�y
O
2
.R�tV 60A?
iRdn
OO4-1
bN�10
Tc
BANYAN
CT.
SEE SHT.
5
BLACKOAK LANE
REV.
REVISION DESCRIPTION
33
13+14.00 BLACKOAK LN.
11+57.63 -BANYAN CT.)
O
CUM CAVE DATA
CURVE
o
RADIUS
LENGTH
TANGENT
oA
90'00'00'
37'
58.12'
37.00'
O
110'00'04'
62'
119.03'
88.55'
OK
10'00'02'
112'
19.55'
9.80'
O
90'00'00'
45'
70.69'
45.00'
A RECORD DRAWING Q�OFESSO
4
� � �P� l . q�B FyG'
4G!i0. 29616 �
l � A
n` h - kpI =,(l d9 iFExp- 3/31/11
MARK L. RMB RCE 29616 DKTE i ��'F of vi
cn��F���`P
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REI�ED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REOLARE REVISIONS TO THE PLANS TO
Y G U uD I G `' ULD I G •
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
®
REVISED PLANS FOR CURB ADJACENT SWEINLX
10/05/
MLR
Z 4.0
Z•�0
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDADS IN EFFECT.
CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND
PADS
1/09/06
CONSTRUCTION NOTES
1a-- CONSTRUCT 4' A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL
Q- CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003.
�— CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
CONSTRUCT P.G.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16').
�— ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONATANA STD. DWG. NO. 109.
10 INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS PER APPROVED ST. LITE PLAN.
LEGEND
CONCRETE IMPROVEMENTS
IM?7NITT-AIINIS
i� REMOVEEXISTINEXISTING PAVEMENT & OVERLAY
MLR
DESIGNED BY.-
MLR
Y:MLR
CHECKED BY:
MLR
NORTH
0 10 20 40 80 120
SCALE: 1'=40'
CITY OF FONTANA, CALIFORNIA
STREET PLAN — TRACT 16597
B�ACKOAK LANE
AV9ftDO CT. TO BANYAN CT. Al
BY 71`07
TTY ENG1111fER R.C.E. 51152 DATE:
SCALE
1'
DATE:
JAN, 17, 2007
DRAWING NO.: 4
3638 7