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COIVST.-
F-1
BEARING/
DELTA
R
(FEET)
L
(FEET)
REMARKS
T
A
05-55-12
300.00"
3 1 .00'
CENTERLiNE
B
1 05-55-12
318.00'
3 2.8 6'
611 C & G
44
5-55-12 282.00' 29.14"
61' C & G
4
CONST.
VAR. THICKNESS A.C. OVERLAY
CONST.
A.C. FEATHER TO EXISTING
.00
CONST.
8" CURB & GUTTER PER STD. DWG. 101
1/ SA - 1(800) 4 0 2 - 4133
CONST.
6'* CURB & GUTTER PER STD. DWG. 101
THESE PLANS WERE PREPARED IN THE OFFICE OF:
FOR ENGINEERS
USE
TY OF
FONTANA
'COURTON & ASSOCIATES
NAME
DATE
�C
CONST.
4"" P.C.C. SIDEWALK. W=4
(714) 752-5712
STREET IMPROVEMENT PLANS
DRAWN Iq w
3190
CONSTS
OF"VEWAY APPROACH PER STD. DWG. 103
ND. 2W7
EXA 1243M
MDEIR THE SUPERVI ION, af: I cr Jo $-I cto_
.1't, e:�, DATE
DESIGNED DS
3190
TRACT 14600
CHECKED 4+
3190
DONOVAN A. $0 - UTHWORTH R.C.E. 26927
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CONCORD AVENUE T.OKAY AVENUE
R E V I S 10 N S
STA. 0 + 00 TO STA. 3 + 96.08 STA. 0+60 TO STA. 3+95.92
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PRO F It E c A LE
H 0 R I Z 1 4 0'
:VrERT.. 1 1 41
a
4
.3
3
T_ z
44
z z
Lu zo 0
T_ 04.1 1
z o ca 0
co c\I 160.7� 0 1*
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+ (0 damp
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cr. @ +
cc N
I- Q 14 1 b 0
00 79.18' 0 7 9.3 6' 10 u� 10 7 9. 18' Rlw;�
79.00' 06 got 34.10' "6 e/w 79-20' 79.1 79.18' 79.18' 0
7 9.18' 27
'A C4
fir
0 ro
co co 690
-7r,-- '301.
A 0 -
?4610.4 �7 16
IV 0 60 JA/ (0 Noaol'27"W
3 Q V3,58
Ak o "0 10 3
ft ff." 14' 04 V
_; 13
--s 9,4 -9 7,��,
6. 'po A -�3-
d. =:7A_- (17 gh
0 C
0
'Ex R w
t f
79.55' 79. 18' 3 4.10' 27-90 79,18' 78.82' 6.
c* to 0.
C4 0 w) x
00
X lb Nr�
0 ey
;p
ro A� 6�
lb
x
ix 0
a.
x
T_ lot
ELAINE DRI)fE
0- 0
0 (TRACT 10533)
OD
0)
+
I
z
SCALE: 1 408
CONCORD AVENUE
STREET DATA TABLE
COIVST.-
F-1
BEARING/
DELTA
R
(FEET)
L
(FEET)
REMARKS
T
A
05-55-12
300.00"
3 1 .00'
CENTERLiNE
B
1 05-55-12
318.00'
3 2.8 6'
611 C & G
44
5-55-12 282.00' 29.14"
61' C & G
z-A -------
I
SCALE: lm= 40'
V_
COIVST.-
A.C. OVAER-A.B.
2
CON ST -
A - C. 0 Vii5 R A .8.
SAW -CUT TO NEAT EDGE
TOKAY
AVENUE
4
CONST.
VAR. THICKNESS A.C. OVERLAY
CONST.
A.C. FEATHER TO EXISTING
a
CONST.
8" CURB & GUTTER PER STD. DWG. 101
1/ SA - 1(800) 4 0 2 - 4133
CONST.
6'* CURB & GUTTER PER STD. DWG. 101
THESE PLANS WERE PREPARED IN THE OFFICE OF:
FOR ENGINEERS
USE
TY OF
FONTANA
'COURTON & ASSOCIATES
NAME
DATE
�C
CONST.
4"" P.C.C. SIDEWALK. W=4
(714) 752-5712
STREET IMPROVEMENT PLANS
DRAWN Iq w
3190
CONSTS
OF"VEWAY APPROACH PER STD. DWG. 103
ND. 2W7
EXA 1243M
MDEIR THE SUPERVI ION, af: I cr Jo $-I cto_
.1't, e:�, DATE
DESIGNED DS
3190
TRACT 14600
CHECKED 4+
3190
DONOVAN A. $0 - UTHWORTH R.C.E. 26927
CONCORD AVENUE T.OKAY AVENUE
R E V I S 10 N S
STA. 0 + 00 TO STA. 3 + 96.08 STA. 0+60 TO STA. 3+95.92
15
&
16
REMOVE
INS7ALL
BARRICADE
FOG 5bAZ
Da-Ve DESCRIPTION
0/."y
APPR
zmoe
APPROVED:
RECOMMENDED BY:
IIVSTAZ4
5rR66T 116#73
GRAPHIC SCALE
IMTZ J? 2 5112 6 CITY ERMWTM-
DATE
40' of 401 801 120 8
SCALE: HORIZ:
4f
FB. P.G.
SHEET 2 OF SHEETS
VERT:
B. M. NO. 508
IRON PIP
AT THE q -INTERSECTION OF MILLER
P w a. iq2.4
AVENUE AND TOKAY
AVENUE. ELEV. 1342.37
V_