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LEGEND
INSTALL A.C. PAVEMENT PER SOILS REPORT
GRIND / OVERLAY MIN. 0.10' AC PVM'T. AND FEATHER
CONCRETE
GRAPHIC SCALE 1"=20'
20 0 20 40 60
:1070 L'
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RADIUS
DELTA
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TANGENT
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48.49'
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MEMO
X 1 076.5
077.6
PROFILE SCALES
HORIZ. 1"=20'
VERT. I"=2'
CONSTRUCTION NOTES
O1 CONST. 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000
O2 CONST. CURB ADJACENT SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=6'
O3 CONST. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003
® CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STO.NO. 1002
10 CONSTRUCT MIN. 6.5" A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY RECO-
MENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING.
13 CONSTRUCT PARKWAY DRAIN PER APWA STD NO. 151-1, S=3'-0"
14 SAW -CUT AND REMOVE EXIST. AC PAVEMENT
15 GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY MIN. 0.10' AC AND FEATHER
�A CD
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- ------ O U p ^ (D LC3 Q �--i
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cd O ch
- -- _ o ' -- -- -- C/L IMPROVEMENTS
— — 3 +o CD — — —
a c+ 0
a 19 n 7
C° 13 N8 °45 ' 17 "E —� 160.O0 ' C/L IMPROVEMENTS 489 -45/
Lnn
m i L
- - - - - _ --- - �G/L-0ICI�IA�T° T N
RECORD C/L OF ORIGINAL STREET o
0
CURVE DATA
RADIUS
DELTA
LENGTH
TANGENT
1
31.00'
89°37'42"
48.49'
30.80'
NORTH NORTH
PROP. ULTIMATE EXIST.
ASP H R/W R/W
- - - ,i
cn
1075.9 x
w
O O O X 1 0 7J03 O moi- X o
2�ZlF 1075.5
t-, I X 1076.2 0 0
X 73.
VALLEY BLVD
REVISION DESCRIPTION DATE ENGR. CITY DATE 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.
BENCH MARK:
CITY BM#525
P.K. NAIL IN POWER POLE 31652115E.
AT THE NORTHEAST CORNER OF
BEECH AVENUE AND VALLEY
BOULEVARD.
ELEV. = 1079.02
69'
14' 55'
1 FUTURE 8' 47'
DEDICATION
2' 6' 5.50' 41.50'
0
I
U
I 3
`f' SLOPE VARIES
��-- (1.13%-1.22%)
I
SOUTH
C/L OF RECORD EXIST.
IMPROVEMENTS C/L R/W
15' ( 30' I
I rE 2' FEATHER OVER
I �I EXISTING AC PAVEMENT
TYPICAL SECTION
VALLEY BLVD
STA .18+28.67 - STA .20+00.00
TI=10.5
NTS
CITY OF FONTANA, CALIFORNIA
STREET DfMVENENT PLANS - VALLEY BLVD
DRAWN BY: SOUTHERN CALIFORNIA AUTO MART SCALE SHOWN
DESIGNED BY: 15290 VALLEY BOULEVARD DATE:
EB ASP NO. 10-004 7/18/2012
CHECKED BY: OVED BY' DRAWING NO.: 2
SD4�� 7 - '� 4920
ITY ENGINEER R.C.E. 51152 DATE: 4
REV.
• DeENGINEERING AND ASSOCIATESQg,GFESSJP/v
,
y �J7 ��
w NO. 36361 ,��,,
EXP. 6-30-14 A
AJ�7r
LAND PLANNING AND CIVIL ENGINEERING
242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408
PHONE (909) 884-7090 FAX (909) 884-0124
,p CIVIL ��
9TfQF CP��FpF
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
SURESH DODDIAH R.C.E. 36361 DATE
VALLEY BLVD
REVISION DESCRIPTION DATE ENGR. CITY DATE 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.
BENCH MARK:
CITY BM#525
P.K. NAIL IN POWER POLE 31652115E.
AT THE NORTHEAST CORNER OF
BEECH AVENUE AND VALLEY
BOULEVARD.
ELEV. = 1079.02
69'
14' 55'
1 FUTURE 8' 47'
DEDICATION
2' 6' 5.50' 41.50'
0
I
U
I 3
`f' SLOPE VARIES
��-- (1.13%-1.22%)
I
SOUTH
C/L OF RECORD EXIST.
IMPROVEMENTS C/L R/W
15' ( 30' I
I rE 2' FEATHER OVER
I �I EXISTING AC PAVEMENT
TYPICAL SECTION
VALLEY BLVD
STA .18+28.67 - STA .20+00.00
TI=10.5
NTS
CITY OF FONTANA, CALIFORNIA
STREET DfMVENENT PLANS - VALLEY BLVD
DRAWN BY: SOUTHERN CALIFORNIA AUTO MART SCALE SHOWN
DESIGNED BY: 15290 VALLEY BOULEVARD DATE:
EB ASP NO. 10-004 7/18/2012
CHECKED BY: OVED BY' DRAWING NO.: 2
SD4�� 7 - '� 4920
ITY ENGINEER R.C.E. 51152 DATE: 4