HomeMy WebLinkAbout3125-3SCALE: HOR. 1=200 M
VERT_ 1= 4 lul
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NORTH
SCALE: 1=200 M
PROFILE
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FOR 6, 0, PjtO,#/F1
.45 CMP I
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LOCATION
VARIES
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WV
W
FD L&BT LS 3762, FLUSH
PER P.M. NO. 10592 MAP
13j
76 WALL
CASING
BOOK 117 PAGE 61,62.
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— —
SMH
10 + 00 . 0 0
EX. .08 GAS
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0
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EXIETING
.61 CMP
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9J '�S, %
V i� 4eQ. ``V v i`•. �j
J 8.91
1\
"�I I FD. .025 O NAIL
Q CENTER OFE RI � V
Q);,r,,
ti 0.03' S/0 & .04'
Y sF, �r
j1
`� w/o PROP. R.
N 00•„•30 w , x.98 �9
=,2.44 N12� -- -- ----- — —
\'►FH z
3°ICp.S TC3971/ ° — — — — ----------
v— — — —
�e.
Ex. .210 war- � f x'7.50�. Ex..2o WATER
_._ _
Tc 379.5 �t,57 �o Zvi
`
evI i
j7 f i47,dT).?6 tjI y3� ( J l��t
Ex. .20 V.C.P. SEWEP �?cl!'+fl �J(3/( .70/ civ i
0 C.P. SEWER
77-1
N 00"11'30" W '809.08 c n (V ,%
«��. � Lu OLEANURR AVE �, J E
3�7.°Il) (397, 8) UN <39e<r7)/
EXIST. �, Al, l•8s ¢, �� �
WV 1.:. � tig
-------------+&�J-------- PJ 3Nl-->---- -- — — --
wv ---
�,.�, � �
Qs
r
,
PLAN
OLEANDER AVE.
SCALE: 1=200 M
(3�6, 32)
BENCH MARK
0
0
ME=
mm
4.
CONSTRUCTION NOTES
14 " CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA PER STD. PLAN 101
� 55 CONSTRUCT 14" PCC SIDEWALK PER CITY OF FONTANA PER STD. PLAN 105A
+� CONSTRUCT PARKWAY
17 CONSTRUCT 4" THICK A.C. PVMT ON 9" AGG. BASE COURSE & JOIN
EXISTING PVMT
18 CONSTRUCT CATCH BASIN (CL Ll (Z 5 1 -.LE 71 7 LtRLE)
P1-:(7 CtTY__ 570, 1 T! - A
19 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 310-0 CASE E
20 CONSTRUCT 18" RCP PIPE TO JOIN EXISTING 18" C.M.P.
ZI RELOCATE EXISTING FIRE HYDRANT & GATE VALVE BY OTHERS
�2 CON T CO(gCR,ETE C OLLAIR PEK, DE7AIL No, 1 ShT q,, 4
�3
REMOVE RXIsT, WLP—T
CON57 !>-'lVZWAY APf�'R4ACE4 PGR 17ONTANA : TD, -;LAN I0 - C
STREET IMPROVEMENT FOR OLEANDER AVE.
CITY OF FO NTANA, CALIFORNIA
PREPARED BY:
UNDER THE DIRECTION OF DRAWN BY:
J.ON^Tf��,5 ,G1`�EKIAN B.M. NO. 384 1975 ADJUSTMENT
JKASSOCL4MS ?'JHEHOICE PK NAIL IN POWER POLE # 221589E AT NORTHWEST TRACED BY:
i, CIVIL CONSULTING ENGINEERS IN CIVIL ENGINUMNG CORNER OLEANDER AVENUE AND FOOTHILL BLVD.
1021 S. BRAND BLVD., GLENDALE, CA 91204
rs (818) 551-1775
ELEV. = 1304.51 cHECNED BY:
R., .E. # 3 713 8 DATE FAX: (818) 551-1775 (397.61 M)
FOOTHILL BLVD.
AND
0-L2ANDF/ AVE,
1=200 M
DATE:
MAY 29, 1999
DR. NO.h
lr .
DATE
low
'pX(rip, R, a tel. 24
z
Ai rag) (-'�9� y�. s �t�
9J '�S, %
V i� 4eQ. ``V v i`•. �j
J 8.91
1\
"�I I FD. .025 O NAIL
Q CENTER OFE RI � V
Q);,r,,
ti 0.03' S/0 & .04'
Y sF, �r
j1
`� w/o PROP. R.
N 00•„•30 w , x.98 �9
=,2.44 N12� -- -- ----- — —
\'►FH z
3°ICp.S TC3971/ ° — — — — ----------
v— — — —
�e.
Ex. .210 war- � f x'7.50�. Ex..2o WATER
_._ _
Tc 379.5 �t,57 �o Zvi
`
evI i
j7 f i47,dT).?6 tjI y3� ( J l��t
Ex. .20 V.C.P. SEWEP �?cl!'+fl �J(3/( .70/ civ i
0 C.P. SEWER
77-1
N 00"11'30" W '809.08 c n (V ,%
«��. � Lu OLEANURR AVE �, J E
3�7.°Il) (397, 8) UN <39e<r7)/
EXIST. �, Al, l•8s ¢, �� �
WV 1.:. � tig
-------------+&�J-------- PJ 3Nl-->---- -- — — --
wv ---
�,.�, � �
Qs
r
,
PLAN
OLEANDER AVE.
SCALE: 1=200 M
(3�6, 32)
BENCH MARK
0
0
ME=
mm
4.
CONSTRUCTION NOTES
14 " CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA PER STD. PLAN 101
� 55 CONSTRUCT 14" PCC SIDEWALK PER CITY OF FONTANA PER STD. PLAN 105A
+� CONSTRUCT PARKWAY
17 CONSTRUCT 4" THICK A.C. PVMT ON 9" AGG. BASE COURSE & JOIN
EXISTING PVMT
18 CONSTRUCT CATCH BASIN (CL Ll (Z 5 1 -.LE 71 7 LtRLE)
P1-:(7 CtTY__ 570, 1 T! - A
19 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 310-0 CASE E
20 CONSTRUCT 18" RCP PIPE TO JOIN EXISTING 18" C.M.P.
ZI RELOCATE EXISTING FIRE HYDRANT & GATE VALVE BY OTHERS
�2 CON T CO(gCR,ETE C OLLAIR PEK, DE7AIL No, 1 ShT q,, 4
�3
REMOVE RXIsT, WLP—T
CON57 !>-'lVZWAY APf�'R4ACE4 PGR 17ONTANA : TD, -;LAN I0 - C
STREET IMPROVEMENT FOR OLEANDER AVE.
CITY OF FO NTANA, CALIFORNIA
PREPARED BY:
UNDER THE DIRECTION OF DRAWN BY:
J.ON^Tf��,5 ,G1`�EKIAN B.M. NO. 384 1975 ADJUSTMENT
JKASSOCL4MS ?'JHEHOICE PK NAIL IN POWER POLE # 221589E AT NORTHWEST TRACED BY:
i, CIVIL CONSULTING ENGINEERS IN CIVIL ENGINUMNG CORNER OLEANDER AVENUE AND FOOTHILL BLVD.
1021 S. BRAND BLVD., GLENDALE, CA 91204
rs (818) 551-1775
ELEV. = 1304.51 cHECNED BY:
R., .E. # 3 713 8 DATE FAX: (818) 551-1775 (397.61 M)
FOOTHILL BLVD.
AND
0-L2ANDF/ AVE,
1=200 M
DATE:
MAY 29, 1999
DR. NO.h
lr .
DATE