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LOP STA 06+39.33 E.C.R.
ROAD N44'57'24 W RAD
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STA 10+84.69 P.C.C.
N60'56'59"W (RAD.)
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STA 31+90.96 B.C.R.
REMINGTON COURT
N52059'49" E (RAD.)
0
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A
01'4553"
2272.00'
69.97'
34.99'
N. CURB, B.C.R. TO P.C.C.
B
02'49'48"
2290.00'
113.11'
56.57'
C.L., C.L. INT. TO P.C.C.
C
01'56'02"
2308.00'
77.90'
38.95'
S. CURB, B.C.R. TO P.C.C.
D
14'03'34"
1482.00'
363.66'
182.75'
N. CURB
E
16'24'54"
1500.00'
429.74'
216.35'
C.L.
F
14' 10'54"
1518.00'
375.73'
188.83'
S. CURB
G
38'03'50"
62.00'
41.19'
21.39'
N. CURB
H
253'42'33"
38.00'
168.27'
- - - -
CUL-DE-SAC
1
35'46'05"
62.00'
38.70'
20.00'
S. CURB
4
11+00
N80'59' 12" E
P.R.C.
4 o��\
4.66
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g�8. 14'
1274.70 T.C.
1274.20
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1274.23 F.L.
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0
1
17 8
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STA 10+87.90 P.R.
N61'04'20"W (RAG.)
// 1275.13 T.C.
1274.63 F.L.
50' 27" E C
N2 CRA° �� .P.12_ 86
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1274.63 F.L
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REVISIONS
12+00
STA 11+46.37
N63'18'19 W
RAD. PT.
C
13+00
Z
1
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E3
1
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14+00
NOTE: SEE DRIVEWAY DETAIL ON SHEET 1
FOR LOTS WITHIN 6" C.F. TO 8" C.F.
TRANSITION.
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40' WIDE S.B.F.C.D. EASEM'T
• '�`,i'v'FESSI0y�
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CONSTRUCTION NOTES
1�- CONSTRUCT 6" CURB AND GUTTER.
2-- CONSTRUCT RESIDENTIAL DRIVEWAY W=16'.
3� CONSTRUCT CONCRETE SIDEWALK.
4� CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE.
5�- CONSTRUCT CROSS GUTTER.
CONSTRUCT WHEELCHAIR RAMP.
7a-- CONSTRUCT 6" TO 8" CURB TRANSITION
PER DETAIL SHEET 9 OF 9 TOTAL LENGTH=96.18'
8�-- CONSTRUCT SIDEWALK DRAIN
a-0 SINGLE 5,800 HPS STREET LIGHT.
40' 0' 40' 80' 120'
m 0=09
GRAPHIC SCALE: 1" =40'
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CO
___,��,, CITY OF FONTANA, CALIFORNIA
OF �
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
9 ♦ R. W.
DESIGNED BY REMINGTON COURT HORIZ.: 1" =40'
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 M M VERT. : 1"=4'
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY TRACT 13136-1 DATE:
PREPARED UNDER THE SUPERVISION OF: FmJ.C.H.
JOB NO.DR. N0. SHT. NO.
AT CITY � o ® APPROVED 4:.4 w.s..e.�. G�q�rq 1688
kL DATE APPROVAL DATE HN C. HOGAN R.C.E. 26229 DATE. 3825.136 INTERIM CITY ENGINEER R.C.E. 25126 5 OF 9