HomeMy WebLinkAbout2485-6.tifEmmm-mm-mmm,
aml woo=
F— N
Q
,,..u..
27
Underground Service Alert
o Y� CIO TOLL FREE
1-800
422_
TWO WOWNG DAYS BEFORE YOU DIG
L
1.
Fvf cD�p N 0
• <e
N
I
1 2
Trac.. -L-156-55-1-1
o30
1+83.09 I I
EC IFS IV
18 18'
25'�L_ 25'
NORTHSTAR AVE.
See Sheet 2
CURVE DATA
0
R
Q
L
T
1
25.00'
90' 00' 00"
39.27'
25.00'
7+32
11
f
F
12
5+42
�'
PJ
N
3
RUN
O C YJ 10
omT-
00
U U U
+vv v
N F— F— F—
MIC
R"I IN T
Lp39[2J� �� � � �� � � � � � LU a��Y...F..���YIe ��N elf"..cll�`NI�I"e�C^� �.e. � �
L
9.
-
7
-----
No.
REVISIONS
UR R Tu
N
10
7+32
11
f
F
12
5+42
�'
^ q$
4
�'
row
4
a
'^
0
i/ - /se ?R e
1
*
�
C
RB
RE
�
t
'41t
0
m
H11"
to
+
C1_ -
-
.
... ... . . .. .
......
. ......
.
... ....... ....
Y
�
'
np
p
i
o7!7"
i4
i
i
T r ® 0 " C -16 6 J JJ 10
18' 18'
25' 25'
AEROSTAR COURT
See Sheet 3
5' 14'
No
CARAVELLE AVE.
See Sheet 4
30' 30'
Um r / .. /
0 .—
T a t 1 JJ J J 7 ,
+ 2 2 E 18 18
In F- F-
25' 25'
5' CARAVE LLE AVE.
See Sheet 4
�G
BENCHMARK
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
11
SCALE: 1 "= 40'
Tract -156-56-7,
H I � 0� 1
' 0 ' 6; o 1+83.09
v I z BC
18' 18'
25' 25'
SKYLARK AVE.
See Sheet 5
PROFILE.�p � - --
HORIZ: 1"= 40'
VERT: 1"= 4' I
CONSTRUCTION NOTES
3�— CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 &32)
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101
7�-- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5'
12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED
16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
TRACT 15655-7 TRACT 15655-10
DRIVE APPROACH DATIONS DRIVE APPROACH LOCATIONS
LOT
NO.
h
�O•
S�
OCb
hOti L----- —� OR R �
+Oj
�t
CATCH BASIN DETAJL
SCALE: 1 "=10'
P LAN S PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
No.
REVISIONS
Engineer City
Approval Date: Approval Date:
7+62
10
7+32
11
5+72
12
5+42
'd, t//vr q
i/ - /se ?R e
BENCHMARK
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
11
SCALE: 1 "= 40'
Tract -156-56-7,
H I � 0� 1
' 0 ' 6; o 1+83.09
v I z BC
18' 18'
25' 25'
SKYLARK AVE.
See Sheet 5
PROFILE.�p � - --
HORIZ: 1"= 40'
VERT: 1"= 4' I
CONSTRUCTION NOTES
3�— CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 &32)
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101
7�-- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5'
12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED
16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
TRACT 15655-7 TRACT 15655-10
DRIVE APPROACH DATIONS DRIVE APPROACH LOCATIONS
LOT
NO.
DESIGN
"AS -BUILT"
8
8+42
9
7+62
10
7+32
11
5+72
12
5+42
TRACT 15655-11
DRIVE APPROACH DATIONS
LOT
NO.
DESIGN
"AS -BUILT"
30
1+32
LOT
NO.
DESIGN
"AS -BUILT"
29
2+43
30
3+22
31
3+52
32
4+32
33
4+62
h's as* /:a el / Z�� r
Prepared By: CIF ESS /O CITY OF FONTANA CALIFORNIA
ALLARD ENGINEERINGJ. q "q�
Civil Engineering - Land Planning
6101 Cherry Avenue 0 cry �o - Drawn By: STAT h1PROVEMENT PLANS Scale:
Fontana, California 92336 No. 36052 JA TRACT 15655-7,10 and 11 1 "= 40'
(909) 899-5011 Fax (909) 899-5014 Exp. 6.130120 Designed By: RUNWAY AVE. Date:
j�o&�j ll( % 0_QJQA;S ' 2 (- 0? 7 1 V 1L �`P SCN Sta 1+00.00 to St& 9+28.00 Feb. 1997
Raymon6 J. Allahl, R.C.E. 36052Date qTF pF CA��F°� Checked By: roved: .s'. Z�. g� Dwg. No. 6
(expires 6/30/2000) RJA APF ; CITY ENGINEER R.C.E. 25126
Filename: L:\DWG\10201\15655-7\10201ST6.DWG
Date: May 22, 1997