HomeMy WebLinkAbout2463-4SCALE: 1 "= 40'
1 +00.00 q ltristol Ave.
1 +00.00 C Rockwell A%
7
DRIVE APPROACH LOCATIONS
LOT NO.
DESIGN
AS BUILT "
11
1+86
00 T
12
2+56
13
2+87
See Drawing No. 244 SEE SHEET 2
28
2+81
4"
29
2+36
( See general
30
2+78
CONSTRUCT
.,�o�v a _•I
SM a
11
I Ernli
Imull" mm�
fl
2
BRISTOL
3
AVE@
X x
--b, If -A
" 4h- "T•
01
�o
N
LA
.9 S'OZ
L 43.3s.
I
Arm Ir X
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i � � —.-� fir•
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-
-
• • •
a
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
M
,i$ x
+61.73 Bristol Ave.
1 0.00 (j Citation Ave.
inin
So. HMAILAN D AVENUE LEAR
ROCKWELL AVE. SCALE: 1 "= 40'
SEE SHEET 2
e ;n,
TFRACT
2+82.00 Lear Lane
4+75.00 Rockwell Ave.
g 112
�y BENCHMARK
rov�al Dater plal Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
TRACT
I-56 -5-5-6
Prepared By: RoFESS/o CRY OF FONTANA CALFORNIA
ALLARD ENGIAEERING �o Q No J.
Civil Engineering — Land Planning ��� ��° <<If
6101 Cherry Avenue vi 4To Z Drawn By: 6 1 m= I'L41PROV119AENT PLANS Scale:„
Fontana, California 92336 No. 36052 m BDM TRACT Z65J' 5-5 and 6 1 = 40
(909) 899-5011 Fax (909) 899-5014 EXP. �1Designed By. Date:
BRISTOL AVE. LEAR LANE
• 2 • I(-'9 7 C 1 V 1 �P SCN ft 1+0000 to ft &W78 �a.1+00A0 to ft 2+62.00 August 1996
Raymond J. Allard, R.C.E. 36052 Date9TF `�F Checked By: A roved: ;/i}� Dwg. No. 4
(expires 6/30/96) CA
PP
RJA CIN ENGINEER R.C.E. 25126 2463 $
Filename: L:\DWG\10201\15655-5\10201ST4.DWG
Date: February 10, 1997
k
ROCKWELL AVE:
00 T
NOTIMSo. FK*"ND NIDE AVE
See Drawing No. 244 SEE SHEET 2
3a—
CONSTRUCT
4"
AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
( See general
notes 31 &32)
�6 ---
CONSTRUCT
a"
PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101
8a--
CONSTRUCT
PCC DRK APPROACH PER CITY STD. D". NO. 102, W=16'
9�•—
CONSTRUCT
4"
PCC SIDEWALK PER CITY STD. DWG. NO. 105A, Wm 5'
�y BENCHMARK
rov�al Dater plal Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
TRACT
I-56 -5-5-6
Prepared By: RoFESS/o CRY OF FONTANA CALFORNIA
ALLARD ENGIAEERING �o Q No J.
Civil Engineering — Land Planning ��� ��° <<If
6101 Cherry Avenue vi 4To Z Drawn By: 6 1 m= I'L41PROV119AENT PLANS Scale:„
Fontana, California 92336 No. 36052 m BDM TRACT Z65J' 5-5 and 6 1 = 40
(909) 899-5011 Fax (909) 899-5014 EXP. �1Designed By. Date:
BRISTOL AVE. LEAR LANE
• 2 • I(-'9 7 C 1 V 1 �P SCN ft 1+0000 to ft &W78 �a.1+00A0 to ft 2+62.00 August 1996
Raymond J. Allard, R.C.E. 36052 Date9TF `�F Checked By: A roved: ;/i}� Dwg. No. 4
(expires 6/30/96) CA
PP
RJA CIN ENGINEER R.C.E. 25126 2463 $
Filename: L:\DWG\10201\15655-5\10201ST4.DWG
Date: February 10, 1997