HomeMy WebLinkAbout3932-3VAR.
OR 1
m
m
REMOVE TREE
AND CUT BACK
VAR, 19' 11 ° BUSH AS
g NECESSARY
r 19 OR 6'
VAN. VAR. �'
05 RELOCATE
SAWCUT .AND 1 4 1 WATER METER
JOIN EXIST. 2 EXIST. GRADE
m
n
PROTECT IN PLACE 2 " GAS
PROTECT IN PLACE 6" WATER -- a
EAST
R/W
30'
) x r'
t `'
OLEANDER AVENUE
STA 118+67 TO STA 119+19
NOT
.
TO SCALE
CONSTRUCT NEW
PCC DWY.
RELOCATE ANY
IRRIGATION HEADS,
PIPES„ YARD
LIGHTS, WIRES AS
NECESSARY
DEMOLITION
1'
6' I _
13'
PROTECT IN PLACE 2 " GAS
PROTECT IN PLACE 6" WATER -- a
EAST
R/W
30'
) x r'
t `'
OLEANDER AVENUE
STA 118+67 TO STA 119+19
NOT
.
TO SCALE
CONSTRUCT NEW
PCC DWY.
RELOCATE ANY
IRRIGATION HEADS,
PIPES„ YARD
LIGHTS, WIRES AS
NECESSARY
DEMOLITION
NOTES
OFF.
U1 SAWCUT
& REMOVE EXISTING AC (0°36')
REMOVE EXISTING 16" STORM DRAIN PIPE
[27] REMOVE
EXISTING
CURD AND GUTTER
191 REMOVE EXISTING STORM DRAIN MANHOLE
REMOVE
EXISTING
SIDEWALK
10 REMOVE EXISTING DISCHARGE STRUCTURE
REMOVE
EXISTING
AC BERM
11:11 REMOVE EXISTING STRIPING
5 REMOVE
EXISTING
DRIVEWAY
WALK TO FACE
REMOVE
EXISTING
PALM TREE
12
REMOVE
EXISTING
CONCRETE HEADWALL
INSIDE OF CMU UNIT AND
NAGE
6
OFF.
REMOVE TREE &CUT
TYPE ORGO "STARFIRE".
126.79TF
WALL
BACK BUSH AS
CONSTRUCT 18" RCP, D-2000
HERE DECORATIVE
NECESSARY
U9
� 10
PROPOSED SD
MH
9
REMOVE EXIST.
SD MH
CONIC.
EXTEND 4' CONCRETE
WALK TO FACE
OF
CAP
WALL
12
ANGLE PT. OF FOOTING
FACE OF WALL
CONSTRUCT COMMERCIAL DRIVEWAY PER
INSIDE OF CMU UNIT AND
i 3
RI W
PROPOSED TOP OF _._
CONSTRUCT CATCH BASIN PER CITY OF
CONSTRUCT GROUT TO
14
)
STA. 119—X79.68
ANGLE PT. OF WALL
AS SHOWN IN PROFILE
STA. 120+11.68
OFF. 32.97' RT
21'
STA.
120+08.18
OFF.
53.97' RT
TYPE ORGO "STARFIRE".
126.79TF
WALL
PLAN DETAIL
CONSTRUCT 18" RCP, D-2000
HERE DECORATIVE
CONSTRUCT 0,16° AC OVERLAY PER PLAN AND SPECS
U9
CONSTRUCT 21" RCP, D--3000
3
BLOCKS ARE USED NO
PER CITY OF FONTANA STD. DWG. 1003
10
CONSTRUCT STORM DRAIN MANHOLE PER APWA STD. DWG. 321-1, L=4'
CONIC.
CONIC. GAP NEC. ON TOP
CONSTRUCT CONCRE"T"E DISCHARGE STRUCTURE PER CITY OF FONTANA STD. DWG. 124 OD.)
5
CAP
OF WALL. END ROAR Sag
12
ANGLE PT. OF FOOTING
CONSTRUCT COMMERCIAL DRIVEWAY PER
INSIDE OF CMU UNIT AND
i 3
STA. 120+12°68
PROPOSED TOP OF _._
CONSTRUCT CATCH BASIN PER CITY OF
CONSTRUCT GROUT TO
14
OFF. 31.978 RT
SIDEWALK A SHOWN
BOTTOM
TRANSITION FROM CTU TO
ELEV. 1269°79TF
IN PROFILE
IN PROFILE
DECORATIVE BLOCKS.
OF WALL AS
4g
�_��
1.75'--3.50'
_
...._�___. F INISHED GROUND AT TOL.
-— ANGLE
POINT OF WALL_
GRADE AT
FACE OF PROPOSED WALL
FL
2 TO 22
AS SHOWN IN PROFILE.
JOIN T ®° ,•
0 3
. ° °a . .� °
REMOVE REPLACE EXIST.
PCC D Y° & SET PROPOSED
DWY. FLEW. AT EXIST, ELEV.
2°6'
ANGLE PT. OF WALL
AS SHOWN IN PROFILE
STA. 120+11.68
OFF. 32.97' RT
21'
STA.
120+08.18
OFF.
53.97' RT
ELEV.
126.79TF
WALL
PLAN DETAIL
CONSTRUCT 18" RCP, D-2000
1 P1=5#
CONSTRUCT MASONRY
RETAINING WALL TYPE
PLAN 618-1 AND AS
.CONSTRUCTION N-OTES
2.44'-3.77'
1
CONSTRUCT 0.25' AC OVER NATIVE PER
PIAN AND SPECS
CONSTRUCT 18" RCP, D-2000
2
CONSTRUCT 0,16° AC OVERLAY PER PLAN AND SPECS
U9
CONSTRUCT 21" RCP, D--3000
3
CONSTRUCT " CURB AND 18" GUTTER
PER CITY OF FONTANA STD. DWG. 1003
10
CONSTRUCT STORM DRAIN MANHOLE PER APWA STD. DWG. 321-1, L=4'
4
CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD, DWG. 1015
CONSTRUCT CONCRE"T"E DISCHARGE STRUCTURE PER CITY OF FONTANA STD. DWG. 124 OD.)
5
CONSTRUCT RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA STD. DING. 1005
12
CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. 340-1
CONSTRUCT COMMERCIAL DRIVEWAY PER
CITY OF FONTANA STD. DWG. 1005A
i 3
CONSTRUCT PARKWAY DRAIN (MOD.) PER APWA STD. PLAN 151-1 & DETAIL B
TOP OF
CONSTRUCT CATCH BASIN PER CITY OF
FONTANA STD, 121—A (MOD.)
14
CONSTRUCT 6" PCC RETAINING CURB
Boom= mllnim=
M s>�i.�, � fir, �' { �ryri , �
h r ) s, 1 � t�
15 SAWCUT & REMOVE 25 LF OF EXISTING PVC PROPERTY DRAIN PIPE & INSTALL_
COUPLINGS, ELBOWS & FITTING AS NECESSARY TO CONNECT TO PROPERTY
DISCHARGE STRUCTURE (0.25% MIN. SLOPE).
1 REMOVE E I TIN' BLOCK WALT... (APP OX. 13'). SAWCUT & REMOVE EXIST. PCC,
REPLACE AS NECESSARY. CONSTRUCT TYPE A MASONRY RETAINING WALL PER
APWA STD, PLAN 618-1.
Q J7 ADJUST VALVE COVER TO GRADE
1 RELOCATE EXISTING WATER MATER
�` C '4}t st �i v s s<� t sv.: en > t y, :1 s� s
D"
ft o,k r,,,...:k. 4,s �,,
K- x ).. t;. ..i
1 4i
x'tN Ar 1. .. t,. ,�,5 R'., �I� "�
� r! � P �d S ySy, � p r
y� r y" iF ><1tbi� al � � j '}} ri ) �1r j �, c � �. s +
tt II''�
i t `"� )Y'� �,a,. x. r` �) hkr, sn v Y. 5 r 1 tj
800 North Haven Avenue, Suite
Ontario i r i
909.481.5750
REGISTEREDPROJECT MANAGER DATE:
ENGINEER
RELOCATE EXISTING TELEPHONE MARKER POST
20 RELOCATE EXISTING MAILBOXES (3)
21 INSTALL DOUBLE YELLOW STRIPE PER CALTRANS
STD. PLAN A20A DETAIL 22
,
WAII
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'i
2.44'-3.77'
PROPOSED
1 ag RCP
1.438
MIN.
0.5
ANGLE
POINT OF FOOTING
TOP OF
FOOTING AS
SHOWN
IN PROFILE
BOTTOM
OF WALL AS
SHOWN
IN PROFILE
BOTTOM
OF WALL AS
SHOWN
IN PROFILE
-— ANGLE
POINT OF WALL_
Boom= mllnim=
M s>�i.�, � fir, �' { �ryri , �
h r ) s, 1 � t�
15 SAWCUT & REMOVE 25 LF OF EXISTING PVC PROPERTY DRAIN PIPE & INSTALL_
COUPLINGS, ELBOWS & FITTING AS NECESSARY TO CONNECT TO PROPERTY
DISCHARGE STRUCTURE (0.25% MIN. SLOPE).
1 REMOVE E I TIN' BLOCK WALT... (APP OX. 13'). SAWCUT & REMOVE EXIST. PCC,
REPLACE AS NECESSARY. CONSTRUCT TYPE A MASONRY RETAINING WALL PER
APWA STD, PLAN 618-1.
Q J7 ADJUST VALVE COVER TO GRADE
1 RELOCATE EXISTING WATER MATER
�` C '4}t st �i v s s<� t sv.: en > t y, :1 s� s
D"
ft o,k r,,,...:k. 4,s �,,
K- x ).. t;. ..i
1 4i
x'tN Ar 1. .. t,. ,�,5 R'., �I� "�
� r! � P �d S ySy, � p r
y� r y" iF ><1tbi� al � � j '}} ri ) �1r j �, c � �. s +
tt II''�
i t `"� )Y'� �,a,. x. r` �) hkr, sn v Y. 5 r 1 tj
800 North Haven Avenue, Suite
Ontario i r i
909.481.5750
REGISTEREDPROJECT MANAGER DATE:
ENGINEER
RELOCATE EXISTING TELEPHONE MARKER POST
20 RELOCATE EXISTING MAILBOXES (3)
21 INSTALL DOUBLE YELLOW STRIPE PER CALTRANS
STD. PLAN A20A DETAIL 22
,
WAII
i�
'i