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EMPIRE CENTER
BOULEVARD
144'
40' 20' 0' 40' 80'
GRAPHIC SCALE: 1 " = 40'
VIA LARGA
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CONSTRUCTION NOTES r-
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Ol CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. j
LEGEND Q� &ES(_ (SEE GENERAL NOTES 31 AND 32) V)
C, j E`y O2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
y O3 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 w
PAVEMENT LAP JOINT ca 6UN 6 EXISTING POWER LINES TO BE PLACED UNDERGROUND ~
SEE DETAIL ON SHEET 2 No.RECORD DRAWING o
JURUPA AVENUE {sEJV' S`D` �'2006 O PROTECT IN PLACE
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J'l'9T ciVit.LA / O9 CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 r
PROPOSED A.C. PAVEMENT FOF CA1�F� ENGINEER: �` O 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS
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TURE] �DA� 14 ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 of ADJUST
7� EXISTING EDGE OF PAVEMENT 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (t.17')
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22 CONSTRUCT 5' ASPHALT SWALE PER DETAIL ON SHEET 2 �
REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION j
BENCH MARK: BASIS OF BEARINGS: SHOlJLp CONSTRUCTION of THE REQUIRED CITY OF FONTANA, CALIFORNIA C,
RECORD DRAWING l� THE BEARINGS HEREON ARE Q�OfESSION 3
STREET IMPROVEMENT PLANS FOR
EL- 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o V A.
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� ��� Ir TRACT �y 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -OFFSITE PHASE 1 OD
AS NORTH 89'03'21" EAST SON AND CARRIED FORTH IN A = ��y TEMECULA,CALIFORrNA925M-4679 DRAWN BY: JURUPA AVENUE SCALE: o
CHISELED BOX IN PER PARCEL MAP NO. f No. 43090 CONSULTING 909.676.8042 FAX 909.676.7240 www.RBF.com RJB RLS AS SHOWN o
EASTERLY TOP CURB, DILIGENT MANNER THE CITY ENGINEER FROM 500 EAST OF SIERRA AVE TO JOB NUMBER
TAMARIND AVE.; 60' 12195, P.M.B.158/28-40; � � Exp. 3/31/04 ,� DESIGNED BY: ' %
SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THE ERVISION OF: 1600 T OF SIERRA AVE 1rj-1187 Q
MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH �T7 �� �� ��~� MC
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF ,EO APPROVED Y: DRAWING N0. 4 Q
CONDITIONS AND STANDARDS IN EFFECT. �F CAS DATE: of CHECKED BY
0'00'39" TO NORTH S•�� •O Z �
89'04'00" EAST. MICHAEL A. LMA RCE NO. 43090 EXP. 3-31-04 MA0�Clo�Y�ENGINEER R.C.E. 51152 DATE: 3062Lol
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