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SIERRA AVENUE
SEE SHEET 6
11+00 X2.00 13+00
14+00
15+00
16+00
LO
BASIS OF BEARINGS:
U
THE BASIS OF BEARINGS FOR THIS DRAWING IS:
O THE WEST LINE OF SECTION 20 T1 N, R5W
Of
BEING N00'3341"W PER R.S. 35/9.
z
O
BENCH MARK:
U
0 THE BENCH MARK FOR THIS PROJECT IS:
z SL -3. CHISELED "X" ON TOP OF CURB RETURN
OF SIERRA AVENUE AND SUMMIT AVENUE.
ELEVATION = 1663.115
SIERRA AVENUE
SEE SHEET 6
v' 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
STANDARDS IN EFFECT.
PROFILE SCALES
HORIZ. 1 =40
VERT. 1 "=8'
CONSTRUCTION NOTES:
O1 CONSTRUCT MIN. 4.5" AC OVER 12" COMPACTED NATIVE (95%) PER SOILS REPORT RECOMMENDATION
O2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1000
O4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006
O6 CONSTRUCT STREET LIGHT PER CITY STD. PLAN NO. 404
O8 CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN • NO. 4003
10 RELOCATE EXISTING POWER POLE BY OTHERS
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
OI
90'00'00"
35.00'
54.98'
35.00'
JO
90'07'59"
35.00'
55.06'
35.08'
OK
8955'20"
35.00'
54.93'
34.95'
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10+00
SIERRA AVENUE
SEE SHEET 6
11+00 X2.00 13+00
14+00
15+00
16+00
LO
BASIS OF BEARINGS:
U
THE BASIS OF BEARINGS FOR THIS DRAWING IS:
O THE WEST LINE OF SECTION 20 T1 N, R5W
Of
BEING N00'3341"W PER R.S. 35/9.
z
O
BENCH MARK:
U
0 THE BENCH MARK FOR THIS PROJECT IS:
z SL -3. CHISELED "X" ON TOP OF CURB RETURN
OF SIERRA AVENUE AND SUMMIT AVENUE.
ELEVATION = 1663.115
SIERRA AVENUE
SEE SHEET 6
v' 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
STANDARDS IN EFFECT.
PROFILE SCALES
HORIZ. 1 =40
VERT. 1 "=8'
CONSTRUCTION NOTES:
O1 CONSTRUCT MIN. 4.5" AC OVER 12" COMPACTED NATIVE (95%) PER SOILS REPORT RECOMMENDATION
O2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1000
O4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006
O6 CONSTRUCT STREET LIGHT PER CITY STD. PLAN NO. 404
O8 CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN • NO. 4003
10 RELOCATE EXISTING POWER POLE BY OTHERS
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
OI
90'00'00"
35.00'
54.98'
35.00'
JO
90'07'59"
35.00'
55.06'
35.08'
OK
8955'20"
35.00'
54.93'
34.95'
GRAPHIC SCALE
40 0 20 40 40
( IN FEET )
1 inch = 40 ft.
Mw � ��II CITY OF FO NTAN
A, CALIFORNIA
QRpFESS/ON w
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G) IWAr DRAWN BY: SEGOVIA LANE SCALE:
N0. C 047255 m E N G I M E E R 1 N G RC AS SHOWN
W_ Exp. 12/31/09 � 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 FROM SIERRA AVENUE
�[ tel 909.581.0676 o 909.581.0696 o www.fuscoe.com DESIGNED BY. TO 6M EAST OF SIERRA AVENUE DATE:
sT C I V O ` ��� TS STA 10+00�0)''TO STA 15+70.00 JULY, 2008
�T£ OF CA+ -\F CHECKED BY: APP BY
DWG. NO.:
4675
EVEN L. EL R.C.E. 47255 Date SE CITY ENGINEER R.C.E. 51152 DATE: 6