HomeMy WebLinkAbout2926-2U
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SEE DWG NO. 3063
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CONSTRUCTION NOTES
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35.00'
1D--
INSTALL TEMPORARY 9500 LUMEN HPSV STREET LIGHT
ON WOOD POLE
2
INSTALL STOP SIGN PER CITY STD.
DWG. NO. 139
54.89'
(D--
PER CITY STD. DWG. NO. 1016
4.5" AC PAVEMENT (Min) OVER 12" OF
10
95% COMPACTED NATIVE
INSTALL STREET SIGN PER CITY STD. DWG. NO.
139
109.25'
4
828.00'
14°38'51 "
211.68'
106.42'
5
872.00'
( See general notes 31 &32)
222.92'
Q 1 1
1
CONSTRUCT CATCH BASIN PER APWA
STD. DWG.
N0. 300-2, AS SHOWN ON SHEET 6
3�-CONSTRUCT
8" PCC CURB AND GUTTER PER CITY STD. DWG NO. 1003
12
CONSTRUCT LOCAL DEPRESSION PER
APWA STD.
DWG.
O4 —CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG
NO. 1015
NO. 313-1, CASE A, AS SHOWN ON
SHEET 6
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CONSTRUCT CURB RETURN ACCESS RAMP PER CITY
STD. DWG. NO. 1006
16
INSTALL 9500 LUMEN, H.P.S.V. #10,
27' HIGH
ADJUST MANHOLE FRAME & COVER TO GRADE PER
CITY STD. 109
10 17
REMOVE CMP RISER AND CMP PIPE
Underground Service Alert
FORE Yeo CaIF TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
PLANS PREPARED FOR ( No.
Strathom Homes
Attn: Nick Kohlon
2201 Dupont Drive
Suite 300
Irvine, Co. 92612
(949) 833-1554
15
ACT 15990 1
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35.00'
90°08'33"
55.06'
35.09'
2
35.00'
89°51'27"
54.89'
34.91'
3
850.00'
14°38'51 "
217.30'
109.25'
4
828.00'
14°38'51 "
211.68'
106.42'
5
872.00'
14'38'51 "
222.92'
112.07'
REVISIONS Engineer City BENCHMARK
Approval Date: Approval Date:
111111111 CALTRANS BENCHMARK NO. 8-17
EC.A 3 of v5 BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
REMOVE CMP RISER AND CMP PIPE CONSTRUCT LOCAL DEPRESSION RJA 3/27/02 SEVAINE RD., IN SOUTH CONCRETE BASE OF
AND CATCH BASIN CURB RETURN ACCESS RAMP PERMANENT S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
STREET LIGHTS INSTALLED ADD AND OR REVISE CONSTRUCTION HIGHLAND AVE. FROM SIERRA AVE.
CURB AND GUTTER ELEVATION: 1428.6090
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SEE DWG NO. 2987
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A m 159W1
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PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
-PROPOSED STORM DRAIN
SEE DWG. NO. 2928
SEE TRXCT 139V A
;:OR IMPPOVEMENTS
1 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
. Zi. es
DATE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
Z) 356-1815 Fax (909) 356-1795
.,,J A - c;ffay ?- 30 -,OZ-
J.
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J. Abyard, A.C.E. 36052 Date
(expires 6/30/2004)
QROFESS/0N
No. 36052 m
Exp. 6/30/2004
Is, Civi\-
TF OF CA1-�FO�
SAN SEVAINE ROAD -80'R/
STA.10+00.00 TO STA.16+66.02
N.T.S.
T.I =6.5
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LOCAL DEPRESSION DETAIL
STATION 11+02.66
NTS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
Drawn By: SAN SEVAINE ROAD Scale:
DBW/CGR (FROM BASELIN AVE. TO 1 - 40
Designed By: , O. OF B E AVE.) Date:
DBW JULY 2002
CheckedB Approved: • pZ Dwg. No
RD CITY ENGINEER R.C.E. 51152 2926. 2 6
Filename: M:\DWG\12903\SAN-SEVAINE\STREETS\SANSEV-SHT2.dwg