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SEE SHEET 2
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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SEE SHEET 2
REV. I REVISION DESCRIPTION
'-PROPOSED 8- SEWER
PER CITY DWG NO. 3378
McLXWNELL
)9EV. S7. MAMES Fit . DC01-1TILE C7. TO EW
WAX Ava N1014E-s CT. ja M=r70A YELL
AYF. PEX COS V0-- # 2tyb -0/17223-2�!lI
RWGOTO cin wNg
EARHART AVENUE
SEE SHEET 2
AVENUE zL
DATE I ENGR.I CITY I DATE
20
1+77.96 EC
AA 407.44 TC
21
1
12+60.0
+00.00
i
TRACT NO.
16271 CURVE DATA
Q
RADIUS
LENGTH
TANGENT
A 90'00'00"
25.00'
39.27'
25.00'
B 23'3323"
32.00'
25.49'
12.93'
C 13706'47"
58.00'
138.80'
1 147.67'
D 900'00" 1
43.00'
67.54'
1 60.81'
L All -r.
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89'47'11"W AS SHOWN ON TRACT
MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
SHOULD CONSTREIMON OF REMMED
PREPARED FOR:
BMOVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL KB HOME CALTRANS BENCHMARK NO. 8-17
SHOWN HEREON AND CARRIED FORTH IN A 801 CORPORATE CENTER DRIVE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343'
WIO
DILIGENT. 11IAMML THE CITY E1N� MAY HIGHLAND AVENUE, MI.
SUITE 201 SAN SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
REQUIRE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
BRING THEM INTO CONFORMANCE WITH (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
CONDITIONS AND STANDARDS IN EFFECT FAX (909) 802-1111
ELEVATION: 1428.6090
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
\ (09J 356-1815 Fax (909) 356-1795
IZ�I��o
David S. Hammer A.C.E. 43976 Date
(expires 6/30/2005)
( IN FEET )
1 inch = 40 ft.
CONSTROMON NOTES
1 CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32S
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
8 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 4
(WIDTH AS SHOWN ON PLAN)
O9 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 4
(CASE AS SHOWN ON PLAN)
10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139.
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
SSPp, � M'ADOLEF *0 AMcjATK, we
IfST' Arta 0/2. OR• S#17= 2av, ovA/ARJa, CA. 9l�Gl
P°0 366374.
6
QRpFESS/D CITY OF FONTANA, CALIFORNIA
S. H'q �CALIFORNIA LANDINGS SPECIFIC PLAN
° _P z DRAWN BY: TRACT NO. 15655-18 SCALE.rn AE "
Uj No. 4397 M
°G Exp. 6/30/05 DESIGNED BY. STREET IMPROVEMENT PLAN DATE. 1 -40
* * AE G QQ Fr LL 4YENVE DECEMBER, 2003
KED BY: 48Srn APR D>
DRAWING NO.:
FOF CALXF� SH Awr(w f - Lt -e>
CITY ENGINEER R.C.E. 51152��
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Filename: M:\DWG\19202\STREETS\15655-18-ST03.DWG