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NO. 1015, W=5.5'
11
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LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016
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HANDICAP RAMP PER CITY STD. DWG. NO. 1006
90' 12'46"
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OAKSPRING DRIVE
13 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16'
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date:
UndergrOl W Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes CALTRANS BENCHMARK NO. 8-17
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG
Y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
C=f
Cel TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF
1- CONFORMANCE WITH CONDITIONS AND STANDARDS Suite 300
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
227-2600 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE.
(949) 833-1554
TWO WORKING DAYS BEFORE YOU DIG l2 –r --11– r» I N Q 5 20 03 ELEVATION: 1428.6090
QROFESS/ON
J.
0 No. 36052 m
Exp. 6/30/2004
CIV1�- �P
qTF OF CAS-�F®�
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CONSTRUCTION NOTES
A
CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG.
NO. 1015, W=5.5'
11
INSTALL 5800
LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016
V)W
CONSTRUCT
HANDICAP RAMP PER CITY STD. DWG. NO. 1006
90' 12'46"
25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL.ADJUST
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MANHOLE FRAME & COVER TO GRADE PER
CITY STD. 109
Q --CONSTRUCT
4"
AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
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REMOVE EXISTING
TRAFFIC BARRICADE
W
( See general
notes 27&28)
10
CONSTRUCT
CATCH BASIN PER A.P.W.A. STD. DWG.
NO. 300-2, AS SHOWN ON SHEET 6
3�—
CONSTRUCT 6"
PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
1 1
CONSTRUCT
LOCAL DEPRESSION PER A.P.W.A. STD.
DWG. NO. 313-1, CASE A, AS SHOWN ON SHEET 6
4�
INSTALL STOP
SIGN PER CITY STD. DWG. NO. 139
12
CONSTRUCT
PCC CROSS GUTTER PER CITY STD. DWG. NO. 104, MODIFIED TO 8'
13 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16'
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date:
UndergrOl W Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes CALTRANS BENCHMARK NO. 8-17
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG
Y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
C=f
Cel TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF
1- CONFORMANCE WITH CONDITIONS AND STANDARDS Suite 300
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
227-2600 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE.
(949) 833-1554
TWO WORKING DAYS BEFORE YOU DIG l2 –r --11– r» I N Q 5 20 03 ELEVATION: 1428.6090
QROFESS/ON
J.
0 No. 36052 m
Exp. 6/30/2004
CIV1�- �P
qTF OF CAS-�F®�
M1
CURVE DATA
Q
R
A
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90' 12'46"
47.24'
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(0o TRACT NO. 16046-2
30.00'
89' 47' 14"
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`' 0 "' GRAPHIC SCALE
CURVE DATA
Q
R
A
L
T
1
25.00'
90'00'00"
39.27'
25.00'
2
30.00'
90' 12'46"
47.24'
30.11'
3
30.00'
89' 47' 14"
1 47.0 1 '
1 29.89'
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying -Land Planning
8253 Sierra Avenue
Fontana, California 92335
(90956-1815 Fax (909) 356-1795
O(� °f /9/ -O/
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
4
PROFILE
HORIZ: 1"= 40'
VERT: 1"= 4'
( IN FEET )
1 inch = 40 &
N
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
Drawn By: Scale:
DBW TRACT 16046 1 "= 40'
DesignDedd By: OAKSPRING DRIVE BW SEPTEMBER, 2001
Checked By: Approved: fes'`'/'� 4oQ64- Dwg. No. 5
Pon z CITY ENGINEER R.C.E. •§a-1•§2- 293:3 6
Filename: M:\DWG\12903\16046-3\STREETS\ST5.DWG