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27014'11"
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156.26
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51.74
150.52
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17.82
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DELTA
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LENGTH
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0
105.91
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0
0
27°14'1"
545.00
1275.00
1293.00
663.00
318.00
bP- . 00
38.00
62.00
305.61
/35.70
156.26
&7.9/
51.74
150.52
27.91
17.82
25.11
06005' 53"
04° 34' 58"
27"14'11"
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315.17
55.68
34.71
167.76
252057'07"
44005'43"
47.72
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282.00
33.55
16.79
151.90
27014'11"
04`09'58"
527.00
1257.00
298.05
91 . 40
45.72
PLANS PREPARED UNDER THE DIRECTION OF:
RANDAL L. STREETER R.C.E. a 25083 DATE
MY REGISTRATION EXPIRES 12-31-89
n
L=59.26 L=66.88
.�..-�-.------�------__ -�--- ate-
MGy
CCn
11 �
c .3
ANACAPA
REVISIONS
No: Desori tion:
'400 WNOr. NOr4 /2 ,AOR e-0 r5 /0, I8, z 2, 2 Ca
C7 4
COURT
APPROVAL DATE APPROVAL DATE
CONSTRUCTION NOTES:
0-- CONSTRUCT A. C. OVER A.B. PAVING. (ASSUME 4" A.C. OVER
NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
-1-H I CKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.1
--CONSTRUCT 6" CURB & CUTTER PER CITY STD. 101.
0 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
0--- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 LW=- 1 6' MAX; X=3') .
(TO BE FIELD LOCATED)
�J CONSTRUCT MODIFIED SIDEWALK DRAIN PER CITY STD. 124-A SIZE 3.
CULVERT TO DRAIN IN OPPOSITE DIRECTION AS SHOWN ON STANDARD.
10 CONSTRUCT SIDEWALK DRAIN PER DETAIL ON SHEET 3 (SIZE PER PLAN].
11° INSTALL SINGLE 5800 H.P.S. STREET LIGHT.
i
l2 -CORE ORAL L EX/3 r CONC. CURa IN.Sl'A G L 3'' a9 S r I RO. N F/ F5 @ S = O.O100
WIFHI v 910HrOF 11V,,9Y FOR Lor LW141N,4GE. a
(I N VERT" OF PIPE rO 0E 1 „AFOVE CURD FOWL. /NE) j
CITY OF FONTANA CALIFORNIA
Adums 't r e PUBLIC WORKS DEPARTMENT
CIVIL ENGINEERS INC. Drawn by: STREET IMPROVEMENT PLAN ScaleTORK I"40
ANACAPA COURT
Designed bv; Dote:
Y -Y Adams * Streeter 15 Corporate Park MEL TRACT NUMBER 13092
CIVIL ENGINEERS INC. Irvine, CA 92714 (71 4) 474--2330
Checked b Y : L-. 2 G ``// /�� �d�/�/ D w g . N o .
J.N. 88 - 630 SES Approved: K/ I D[,2
3
• 3-13• �lG '1 ty�i� INTERIM CITY ENGINEER R.C.E. 25126