HomeMy WebLinkAbout2989-8I
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4
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UrKlerground Service Aleut
of ' Cat TOLL FREE
1-800
0 " 227-2600
0
i TWO WCRVJWG DM BEFORE YOU DIG
10
SEE SHT 4
BEARTREE STREET
-i4'
20+52.40 BC
17
PRC
1367.21 TC /
1
11
REGAL PARK DRIVE
CONSTRUCTION NOTES
(D— INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
--CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 27 & 28)
3a— CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY SD. DWG. NO. 104. W=8'
5 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5', WIDTH=16'
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. (949)833-1554 FAX (949) 833-7853
12
SPRING VIEW DRIVE
G)— — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5'
8a—ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
r1210 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13
14
15
i
5' PUE
PROPOSED 8" WATER LINE
PER OTHERS
26
CURVE DATA
0
N
10+44.95 ECR
1373.03 TC ry
U
R
M
L
T
U
62.00'
~
C
14.67'
n
60.00'
CO
In
180.99'
C
+
I�
Q
R
A
L
T
A
62.00'
26'37'40"
28.81'
14.67'
B
60.00'
143° 19'06"
150.08'
180.99'
C
25.00'
89'56' 12"
39.24'
24.97'
D
62.00'
26'37'40"
28.81'
14.67'
E
25.00'
89'56' 12"
39.24'
24.97'
F
25.00'
90'03'48"
39.30'
25.03'
G
62.00'
36'52' 12"
39.90'
20.67'
H
38.00'
253°44'23"
1 168.29'
REVISIONS Engineer city BENCHMARK
o. ApjprjQvaI Date: Approval Date:
r:•t --ur 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
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
-A k 4-1---1
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
11+91.34 CL REGAL PARK DRIVE=
10+00.00 SPRING VIEW DRIVE
1372.73 FS
'r? iI0 00
IQ' — I�
I �
I
40'
TRANSITIONAL GUTTER DETAIL
SCALE: 1 " = 10'
O RECORD DOCUMENT
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
which may be incorporated herein as a result 4``0
C1 LAL 17.-ls f 4 C
DATE
10+43.05 BCR
1373.77 TC
PROFILE
HORIZ. 1"=40'
VERT: 1 "= 4'
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160 1
Of SSS jo CITY OF FONTANA, CALIFORNIA
'q Fti STREET IMPROVEMENT PLANS
Z Drawn By: Scale:
W 43976 DEA/WF TRACT NO. 116009
1 "=40"
*Exp
Exp. 6/30/05
Designed By: REGAL PA IVE Date:
y� CIVIC- ��'~P JF/JR APRIL 2002
FOF CALIF Checked By:O Dwg. No. 8
RGI DSH/DBW Approved: ITY ENGINEER R.C.E. 1152 2989 9
Filename: M:\DWG\12903\16009\STREETS\16009—ST-8.dwg