HomeMy WebLinkAbout3518-4UNDERWOOD
BENCH MARK:
8
0101 r4 P., ; sTiTi
78
12'1
1
2
TANGENT
Q
J
� ,
6
cl,
7,
�cq
TR. NO. 16495-2
2
N40'17'37"E
r_M.
M
1 76.14'
W
DUNG NO. 3521
'
UJ co
_
� cow
SHEET NO. 3
UIVDERWOOD DRIVE &
A E R RY STREET
-
/ 16495 1
Lu
TR. NO.
16495-2
MAYBERRY STREET
Q
2
112'
20
I
'
12'
1
DRAWING N0.
4'
3518 12
,
CHECKED BY:
R.J.B.
S
SEE RIGHT
'
j
106
6'
5J
1+00.00 UNDER 0 O DRIVE
12" WATER
7+36.33 WATER LM PLACE
BY OTHERS
MH NO. 15
D
R/W
84"
RCP S.D.
PER
CI DWG
...
1+57.49 MAYBERRY ST.
NO.
3519
N
— --- —
2+06.14 UNDERWOOD DR.
EXIST. j MH NO. 27A PER
�► - _
1_ .�
DWG. NO. 3521
N
N
I 36'
'�•—
1+16.02 1 +30.00 UNDERWOOD DRIVE 4
8" WTR XING q MH NO. 27
12" SEWER
i
R/W
12" SEWERVCP 2 79
78
5' SLY OF q
SEWER AND WATER
/
I
EASEMENT
WATER
ELM, PLACE
SBE SHEET 12
I
UNDERWOOD
BENCH MARK:
8
0101 r4 P., ; sTiTi
79
1+44.90
12" SEWER•..;
90" RCP SD
3
12" WATER XING
12" SEWER
ON
Z to
0
)RIVE
1 2+04.14
IF -Nn PIPF SEE TR. NO. 16495-2 SEWER PLANS
I 1 II 1I I I I II 1 PROP. � MH N0. 27A PER
UNDERWOOD DR" DWG NO. 3521
BAYBERRY STREET
Q�pFESS/p,
yw�k� C y/cl Fy��i
CIO
No.63494
Exp. Sept. 30, 2008
MATT EW C. HICKS
sN rlw% ,It RCE NO. 63494 EXP. 09-30-08
DATE: 5
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
UNEWRVE DATA TABLE
78
12'1
LV
U
a~t2
12, 22
TANGENT
Q
J
� ,
6
cl,
7,
�cq
Qz 1
\�c
2
N40'17'37"E
r_M.
M
1 76.14'
W
Q
W Q
'
UJ co
_
� cow
I !
UIVDERWOOD DRIVE &
A E R RY STREET
-
/ 16495 1
Lu
Q
SEE LEFT
I'I
1+30.00 UNDERWOOD DRIVE
DESIGNED BY:
B.R.
� MH NO. 27
79
1+44.90
12" SEWER•..;
90" RCP SD
3
12" WATER XING
12" SEWER
ON
Z to
0
)RIVE
1 2+04.14
IF -Nn PIPF SEE TR. NO. 16495-2 SEWER PLANS
I 1 II 1I I I I II 1 PROP. � MH N0. 27A PER
UNDERWOOD DR" DWG NO. 3521
BAYBERRY STREET
Q�pFESS/p,
yw�k� C y/cl Fy��i
CIO
No.63494
Exp. Sept. 30, 2008
MATT EW C. HICKS
sN rlw% ,It RCE NO. 63494 EXP. 09-30-08
DATE: 5
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
UNEWRVE DATA TABLE
®
BEARING/DELTA
RADIUS
LENGTH
TANGENT
1
02 09'44"
795.00'
30.00'
15.00'
2
N40'17'37"E
I --
1 76.14'
1 --
SEVAJER CONSTRUCTION (VOTES: E
2O INSTALL 12" EXTRA STRENGTH VCP SEWER LINE
® INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112
O7 INSTALL CONCRETE BLANKET PER APWA STD 225-1 SHOWN ON SHEET 2 -
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: 1"=40'
EL = 1077.40
CHISELED BOX IN EASTERLY TOP CURB,
TAMARIND AVE.; 60' SOUTH OF TAMARIND
CT., 500' SOUTH OF SLOVER
tE O
'dozo
DIAL TWO WORKING
BEFORE ,,,. DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION DATE
ENGR.
CI
DATE
y
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH COND I T I ONS AND
STANDARDS I N EFFECT.
Q�OFESSJpN9
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�� ��` tif� �ti
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— �' �
LD
No.63494
Exp. 9/30/06
s
I cIV1� `
9T 0��
F of C a�1E
PLANNING ■ DESIGN 0 CONSTRUCTION
3536 CONCOURS, SUITE 220
:� ONTARIO, CALIFORNIA 91764-5592
909.581.0198. FAX 909.531.0192. www.RBF.com
0 ®
CONSULTING
PREPARED ND HE PER IS N
d
DATE: �
`'" % Z��
MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06
CITY OF FONTA A, CALIFORNIA
v
1
0
ADJUST SEWER ALIGNMENT 4 04
/
M N
= Z 8
SEWER IMPROVEMENT PLANS
RECORD DRAWING 04/08
/�
5 ?�
DRAWN BY:
B . B •
UIVDERWOOD DRIVE &
A E R RY STREET
-
/ 16495 1
SCALE:
1" = 40'
BASIS QF BEARINGS:
THE BEARINGS HEREON ARE BASED ON THE
CENTERLINE OF JURUPA AVENUE SHOWN AS
NORTH 89'04'00" EAST PER PARCEL MAP N0.
16074 P.M.B. 278/78-92.
JOB NUMBER
15-100634
DESIGNED BY:
B.R.
P OVE Y: !
4
ICARDO SANDOVAL .C.E. 511 DATE
DRAWING N0.
4'
3518 12
CHECKED BY:
R.J.B.