HomeMy WebLinkAbout2989-6P1=1366.46' '
10
67
�i
68 12+49.56 EC
1365.35 TC
P1=1367.65' 11 12 13 14
18' 1 18'
3'
25' 25'
5
ROYAL CREST PLACE
SEE SHT 5
OAK VALLEY DRIVE
CONSTRUCTION NOTES
o�<
M�
55
12+78.63 BC
A - f A __
1 8' 18'
3
25' 25'
5
GABELS CREST PLACE
SEE SHT 5
0-
INSTALL 5800 LUMEN
HPSV STREET LIGHT (70 WATT; #7) 25 FT.
LUMINAIRE HEIGHT POLES
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5'
t
SHALL BE MARBELITE
OR APPROVED EQUAL. PER CITY STD. DWG
# 1016
11+46.39
BCR 6 NLL_i
7-(0
58.00'
142°47'53"
144.55'
ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. 109
2a -CONSTRUCT
4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
37.04'
( See general notes
27 & 28)
O y
33 I 20' 20' I
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
3�
CONSTRUCT 6" PCC
CURB AND GUTTER PER CITY STD. DWG. NO.
1003
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
O5 -CONSTRUCT
PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5',
WIDTH=16'
26+09.06 ECR
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FORE r� Calk. TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_8W REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
227_26M IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED FOR o. REVISIONS
E OA70 0.0A,
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
CC r\ CIt�IICCJ; -Cl 1DCATC
10
SEE SHT 8
REGAL PARK DRIVE 12
11
50' 0
25' 25' 0°
36' o I_
I 118118
H31
PROPOSED SEWER PER 11 ' IG
CITY DWG NO. 2990
40 I i
i
I 11
10+00.00 SPRING VIEW DRIVE 1
11+91.34 REGAL PARK DRIVE I II
1372.72 FS
32
CURVE DATA
PROFILE
HORIZ. 1 "=40'
VERT: 1 "= 4'
11 12
SEE SHT 3
HEMLO CK8, AVENUE
U
W U
23 ~ 34 34'
R 40,
27+09.06 BCR W C° R
`
R
Q
L
T
t
62.00'
F
II
31.33'
11+46.39
BCR 6 NLL_i
7-(0
58.00'
142°47'53"
144.55'
5
i
25.00'
1371.56 TC
37.04'
I II
D
O y
33 I 20' 20' I
I rn
ro
R/w
E
i
V II
(I
153°01'20"
40,
(
0
26+09.06 ECR
m
R I II
I
24.97'
27' ' 217'
Iri
+
r-,
1374.31 TC
1323.65 FIL
N
( I
6 20'
30.00'
5
47.14'
30.02'
J
��
4
r
F -
29.98'
K
30.00'
22
ro
34' 34'
UQ
REGAL PARK DRIVE
±
6�
SEE SHT 8
FS
11
HEMLOCK AVENUE
12
SEE SHT 3
O
R
Q
L
T
A
62.00'
28'57' 18"
31.33'
16.01'
B
58.00'
142°47'53"
144.55'
172.33'
C
25.00'
84°53' 16"
37.04'
22.86'
D
25.00'
95'06'44"
41.50'
27.34'
E
58.00'
153°01'20"
154.90'
241.79'
F
25.00'
89'56' 12"
39.24'
24.97'
G
25.00'
90°03'48"
39.30'
25.03'
H
30.00'
90'02'09"
47.14'
30.02'
J
30.00'
89'57'51 "
47.11'
29.98'
K
30.00'
89'57'51"
47.11'
29.98'
r vaI Date: ADDDate: 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
;V;j;1 10 "11 4TTj DIM Zj�
RECORD DOCUMENT 4
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
ytbich ma be incorporated herein as a result
DATE
PROPOSED 72" STORM DRAIN
PER CITY DWG NO. 3103
EXIST. FONTANA WTR CO.
WATER LINE
IWZ/6-19I1[eZK4IT,kT 9xTi _A921
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
M
Prepared By:
ALLARD ENGINEERING QROFESS IONq
S "�M� `F
Civil Engineering - Land Surveying - Land Planning "1P Zc
8253 Sierra Avenue z
Fontana, California 92335 D No, 43976 A
(9Q9) 356-1815 Fax (909) 356-1795 Exp, 6/30/05
� *
09'F CIVIL o��tiP
�. _ o_o� OF IF
CAL
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
Drawn By:
DEA/WF
TRACT NO. 16009
OAK VALLEY DRIVE AND
SPH VI W IVE
Scale:
1 "=40"
Designed By:
JF/JR
Date:
APRIL 2002
Checked By:
DSH/DBW
Approved: h QZ
ftITY ENGINEER R.C.E. 51152
Dwg. No.
2989
s
9
Filename: M:\DWG\12903\16009\STREETS\16009-ST-6.dwg