HomeMy WebLinkAbout2540-6Big
1
SCALE: 1 "= 40'
41
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PIPER LANE
5
M
ROCKWELL AVE. S. HKI-LAND AVE. ROCKWELL AVE
SCALE:
TRACT 1565" SEE MAWIW 2449 SEE SHEET 3
30' 30DOUG AS AVEG 52' 52' 30' 30'
18' 18' 40' 40' 18'
TR..,1\CT -��.�- TRACT 15655-15
TRACT 6" ..� .� � .�
DRNE APPROACH LOCATE
L' OT 1 2 3 N� �WoCr
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CA 61 +7.0 o,� o NV +
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ECR v 00 30. , 1 +00.00 Gulfstream Ave. c,� i i 'S�, ,� II I
20 Lane
+
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Piper48.24' 50.00' 40.80 59.00' v 17+35.0 (j Rockwell Ave.
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1 +00. Douglas Ave. I ti�9 sR Io6.�
87.00 . o
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W 59.00 10+88.00
� ,+50.oa �LO s
o LO In - Cn o, 17+8 4 0,
o LO � ECR S PRC 2+90.00 (L Piper Lane �• In �' ECR I00
L4 r4)W 1 ° �, o ,\, 7 261 +92.00 S. Highland Ave. �� o Z
I 2a o o Z ►� 0 2+4 i
+ � m � 111
U �o•h e� Nm N U
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i ~ ~ "� 8.04' BC ( �� I o (0 w + o I� o
1-36-55--j-17
cn II II o + 0
TRACT d ( 11 1 1 �1 ( • M 34 -
CQNSTRUCTIQN NOTE(20
18' 18' 18' 18' 40' 40' 18' 18'
30' 30' 30' 30' (D_CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" of 95% COMPACTED NATIVE 1 52' 52' 30' 0'
-ap(See general notes 31 & 32)
ROCKWELL AVE. GL.Fts i FEAM AVE. � CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 S. HKIF"ND AVE, ROCKWELL AVE.
SEE SHEET 2 SEE SHEET 4(6)—CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 E MAWM SEE SHEET 3
8�--- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16'
9a--- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5'
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
REVISIONS Engineer city BEN�s'HMl��RK
No. Approval Date: Approval Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
C° 14 " '� ELEVATION 1428.6090
,Qe�CO,Qp,U.e.9ll//iYl.
JOAW05 As �G I !241,4 eve"
PROFILE
HORIZ: 1"m 40'
VERT: 1 = 4
1 "= 40'
Prepared By: ROFESS/0 CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING
Civil Engineering — Land Planning
6101 Cherry Avenue Drawn By: STREET WPANEMENT PEAK Scale:
Fontana, California 92336 No. 36052 Z " 40'
JA TRACT 15655-15,16 and 17 1
(909) 899-5011 Fax (909) 899-5014 Exp, 6/30/2000 Designed By:
S AVE. PIPER LANE Date:
Z " -� 7 s�q CIV 1 ���•
JF � 1 WM b Sk 3,•64.00 8MM 2+90.001a 81L 4+72.00 Nov. 1997
Raymond J. Allard, R.C.E. 36052 Date TF OF CAL�F� Checked By: roved: �./�E �s- s� �-� Dwg. No. 8
(expires 6/30/2000) RJA �pf.,,., CITY ENGINEER R.C.E. 25126 2540 7
Filename: L:\DWG\10201\15655-15\10201ST6.DWG
Date: November 14, 1997
FMa�s�ai
Nunn=ii�ii�i��'��r'i�'■iiie:i
r
SCALE: 1 "= 40'
41
Is
F1
RIF
M
No@
_ - ---- - -
.
. - -J
-----
PIPER LANE
5
M
ROCKWELL AVE. S. HKI-LAND AVE. ROCKWELL AVE
SCALE:
TRACT 1565" SEE MAWIW 2449 SEE SHEET 3
30' 30DOUG AS AVEG 52' 52' 30' 30'
18' 18' 40' 40' 18'
TR..,1\CT -��.�- TRACT 15655-15
TRACT 6" ..� .� � .�
DRNE APPROACH LOCATE
L' OT 1 2 3 N� �WoCr
o
o LOT NO DESIGN AS BUILT
�
II I
0o-
12
co � N4$ s°C
CA 61 +7.0 o,� o NV +
+ CR 1* � 00 .
1 2+22.45
PO
16+85.00J
– 10+02.00 + 9 8 TYP. N N iov 42.28. 3+60.00 � Douglas Ave. 2 2+56.62 •�� � BCR .c�
ECR v 00 30. , 1 +00.00 Gulfstream Ave. c,� i i 'S�, ,� II I
20 Lane
+
' 0
Piper48.24' 50.00' 40.80 59.00' v 17+35.0 (j Rockwell Ave.
III U
UN
:
•^
w• \
I
.�
13
� .A; 47
O Q1: 'V
F
1
I
I
s' a='°
1
6
I
�,
:: 'S
ro•
O
t
I Cr
ZX+6
4
I
N
I
t
10+45.00 Rockwell Ave. o L�
N I, A I g 8 �bO• '� I N I �O
1 +00. Douglas Ave. I ti�9 sR Io6.�
87.00 . o
t'1,
W 59.00 10+88.00
� ,+50.oa �LO s
o LO In - Cn o, 17+8 4 0,
o LO � ECR S PRC 2+90.00 (L Piper Lane �• In �' ECR I00
L4 r4)W 1 ° �, o ,\, 7 261 +92.00 S. Highland Ave. �� o Z
I 2a o o Z ►� 0 2+4 i
+ � m � 111
U �o•h e� Nm N U
I � � + rn 1 +77.96
i ~ ~ "� 8.04' BC ( �� I o (0 w + o I� o
1-36-55--j-17
cn II II o + 0
TRACT d ( 11 1 1 �1 ( • M 34 -
CQNSTRUCTIQN NOTE(20
18' 18' 18' 18' 40' 40' 18' 18'
30' 30' 30' 30' (D_CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" of 95% COMPACTED NATIVE 1 52' 52' 30' 0'
-ap(See general notes 31 & 32)
ROCKWELL AVE. GL.Fts i FEAM AVE. � CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 S. HKIF"ND AVE, ROCKWELL AVE.
SEE SHEET 2 SEE SHEET 4(6)—CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 E MAWM SEE SHEET 3
8�--- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16'
9a--- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5'
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
REVISIONS Engineer city BEN�s'HMl��RK
No. Approval Date: Approval Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
C° 14 " '� ELEVATION 1428.6090
,Qe�CO,Qp,U.e.9ll//iYl.
JOAW05 As �G I !241,4 eve"
PROFILE
HORIZ: 1"m 40'
VERT: 1 = 4
1 "= 40'
Prepared By: ROFESS/0 CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING
Civil Engineering — Land Planning
6101 Cherry Avenue Drawn By: STREET WPANEMENT PEAK Scale:
Fontana, California 92336 No. 36052 Z " 40'
JA TRACT 15655-15,16 and 17 1
(909) 899-5011 Fax (909) 899-5014 Exp, 6/30/2000 Designed By:
S AVE. PIPER LANE Date:
Z " -� 7 s�q CIV 1 ���•
JF � 1 WM b Sk 3,•64.00 8MM 2+90.001a 81L 4+72.00 Nov. 1997
Raymond J. Allard, R.C.E. 36052 Date TF OF CAL�F� Checked By: roved: �./�E �s- s� �-� Dwg. No. 8
(expires 6/30/2000) RJA �pf.,,., CITY ENGINEER R.C.E. 25126 2540 7
Filename: L:\DWG\10201\15655-15\10201ST6.DWG
Date: November 14, 1997