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318.00
52.00
202.00
6P.00
30.00
663.00
300.00
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L . O. C. = 83.88'
L,O. a y 73 88 / I 20/vc.
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b
00,
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ti f
455�
Lt FAN/SH SU 'F�4CE v
Z- 0. C = 3/0.07'
/2,4.0 35 iQ+
1239-59
4.00. - 8067 �^
U �
v
I Q N CZ174- ET
N 5 Flo 10
Z. O. C• = 73,
27 76 "
12+00 13+00 14+00L,�
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oD o
a N
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.0 "!/. C.
PYI. =1, /240.35
15+00
TiRAN,5
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1240
3 -
-4
L.Q.C.
01
TANGENT
149.35
164.25
13.09
2 5. 1 1
4.39
17 . 82
157.92
40.02
318.00
52.00
202.00
6P.00
30.00
663.00
300.00
�0
o
N
�N
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l ,..
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v
r6" 1---R OF/4, E
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Date:
0�
- --
�
v
_ - - - -_
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Approved:
INTERIM CITY ENGINEER R.C.E. 25126
Dwg . o .
����
W
2
t AUC
�u
Z- 0. C = 3/0.07'
/2,4.0 35 iQ+
1239-59
4.00. - 8067 �^
U �
v
I Q N CZ174- ET
N 5 Flo 10
Z. O. C• = 73,
27 76 "
12+00 13+00 14+00L,�
�1
oD o
a N
�o A� .
.0 "!/. C.
PYI. =1, /240.35
15+00
TiRAN,5
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1240
3 -
SEE E. CONSTITUTION WAY ST. PLANS FOR � Q
LOTS / 6 o ...
.
..... . _.... ...
....6
.. .
...•.:.. .........
........ ......
wW �)
1 %3 n
ky\
12 1 1 180 k�
v
to see �(J L = 4.37
' 11,o .�1
• JFL 1 1 4 4 ^ • 54 1' < jk 9�152 jG
\. _i _r .4 L=56.2
5 _ ---
ly
• �` ��4.
V IV
oe
••, o
to
4 _
Co'1 n ' 47 ��_ N f l 3, 1 l L X5.5..- 2* '
. _ 9,9� 49•
n .
• � � � L 4 . �
tzu.a. „e
40
4a.t35 L=5q.81 - l_=48.86 . L-45
D
O���ll
C o2
,1520
_
17 1 18 19
C;IJRVF-- DATA
E
c
O
1i
QQ
-4
L.Q.C.
LENGTH
293.23
358.9/
TANGENT
149.35
164.25
13.09
2 5. 1 1
4.39
17 . 82
157.92
40.02
318.00
52.00
202.00
6P.00
30.00
663.00
300.00
3 2/
44"05'44"
01047'04"
3P004'25"
25C?0 5/' 00"
26047145"
15011 '48"
16/./-b
310.07
79.57
N oo
__ -- - --_
N�
NtV:N�i
saa 18
1„ 40
m - =
_ _ -
Designed by:
MEL
Date:
- --
�
v
_ - - - -_
Checked by ;
SES
Approved:
INTERIM CITY ENGINEER R.C.E. 25126
Dwg . o .
����
W
2
t AUC
�u
(T, C )
SEE E. CONSTITUTION WAY ST. PLANS FOR � Q
LOTS / 6 o ...
.
..... . _.... ...
....6
.. .
...•.:.. .........
........ ......
wW �)
1 %3 n
ky\
12 1 1 180 k�
v
to see �(J L = 4.37
' 11,o .�1
• JFL 1 1 4 4 ^ • 54 1' < jk 9�152 jG
\. _i _r .4 L=56.2
5 _ ---
ly
• �` ��4.
V IV
oe
••, o
to
4 _
Co'1 n ' 47 ��_ N f l 3, 1 l L X5.5..- 2* '
. _ 9,9� 49•
n .
• � � � L 4 . �
tzu.a. „e
40
4a.t35 L=5q.81 - l_=48.86 . L-45
D
O���ll
C o2
,1520
_
17 1 18 19
C;IJRVF-- DATA
E
c
O
1i
QQ
DELTA
26047'45"
3/052'54"
0500010511
RAD! US
527.00
545.00
LENGTH
293.23
358.9/
TANGENT
149.35
164.25
13.09
2 5. 1 1
4.39
17 . 82
157.92
40.02
318.00
52.00
202.00
6P.00
30.00
663.00
300.00
27.75
4/./2
0.78
34. 71
44"05'44"
01047'04"
3P004'25"
25C?0 5/' 00"
26047145"
15011 '48"
16/./-b
310.07
79.57
v
F
ARRA ON COURT
.1240 :
a-iR aX.zI '--;' -S4"� 4ZE
O.R' 14D
tVFORA A, rio�r i SSE'
P?OF/ZIESCALE
-V.R7,..
CONSTRUCTION NOTES
0- CONSTRUCT of A.C. OVER it A . B . PAVING . (ASSUME 4" A.C. OVER
NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.)
O2 -- CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101 .
G -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
(D -CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 (W=16' MAX; X=3').
(TO BE FIELD LOCATED)
10 CONSTRUCT SIDEWALK DRAIN PER DETAIL ON SHEET 5 (SIZE PER PLAN).
(D- INSTALL SINGLE 5800 H.P.S. STREET LIGHT.
Q 12 CODE DR / L L EXI5 r. COAIC. CURB ANI..2 /NS rA L L 3" CAS 7' l RON PI PE
Cp; S ' 0.0/00 W/rHIN 72lGHr OF WAY FOR LOT oR.4/1\I.9GE.
(INVERr OF FI PE ro BE /"A50VE CURB FLOW( -/NE)
PLANS PREPARED UNDER THE DIRECTION OF:
RANDAL L. STREETER R.C.E. # 25083 DATE
NY REGISTRATION EXPIRES 12-31--89
REVISIONS
No: Description:
ENGR's DATE
APPROVAL
CITY
APPROVAL
DATE
- -- -
Adum5 Streeter
CIVIL ENGINEERS INC.
-
Adams ,� Streeter 15 Corporate Park
CIVIL ENGINEERS INC. T r v i n e , CA 92714 C714) 474-2330
J.N. 88-630
3�t7/y�
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
__ -- - --_
Drawn by:
TOR K
STREET IMPROVEMENT PLAN
FARRALON COURT
TRACT NUMBER 13138
saa 18
1„ 40
m - =
_ _ -
Designed by:
MEL
Date:
- --
--- -
---
_ - - - -_
Checked by ;
SES
Approved:
INTERIM CITY ENGINEER R.C.E. 25126
Dwg . o .
����
Poo cm.5r NorE !z Fo�2 LorS 18 23
.�� - 3-13-9
�u