HomeMy WebLinkAbout2968-3�=I. Irl -4110111111
I J-
1 f/
- I- + ---I -
17 18 19 20
ZINNIA WAY
SEE SHT. 4
rl-
nm n
'60 coo �?-j c -i HEMLOCK AVE
0 * M * w b- to to
+ + SEE RIGHT
0 0) 0)
F, �N- 0)
+ 59 10�,t 0000+ 00 m LO LO
+ c'o 58 5 5+83.59 BCR
0� 00)
W
00
953.47 TC
0)0)- to u -
I
5' PUE
952.97 FL
u")
i0i
Cl
20+00.00 CAMELLIA=
5+31.54 HEMLOCK AVE
e -w -
18
19 N 89-29'25" E 745.59'
3
luo)- - - - - - - - - - - -
UEF
w :9 5' P X
m z 0
N m
6 5 4+77.57 ECR
4 3 2 0
952.94 TC
, -- V -n5
m
u L
n
o
952.44 FL
0 T c�
Ljj
+
0
0) CD
0 7,m 3
'm
Z'=
+ + 6
O
Ill- w N J CAMELLIA DRIVE
V)
Q, 80' 120' 160,
CURVE DATA SCALE 1"=40'
NUMBER DELTA ANGLE
TANGENT
RADIUS
ARC LENGTH
90*00,00,
25.00
25.00
39.27
89*00'05'
34.40
35.00
54.37
90*59'55'
35.62
35.00
55.59
AT RAMI
-4-
+
-
- I - �4-t- -
4 . n I
1001 VC PI+953.76
cj a;
0
C-4
+
A
kqj�
0=00
I rd
7-r-
.0 co
+ +
0) �m
11
9 1 1
2 3 4 5 6 7 8 9 10
CAMELLIA DRIVE 1000(0
14: r-�Ip
GO
SEE LEFT SCALE: I*- co cq to
R/W
2 -7-Z 53
H
z Z
C-)
JOIN =REMOVE EXIST LLJ >
19+44.07
19+45.92 4
En
-J� WALK
Lf
ECR z Go Z
BCR <
58
57 !2 56 55 0)1-- into
w 54 * ("
c4l
z
-j Lc.
LL- )z 0- 4 w 5
r- ai I-- _j -RELOCATE EXI 3T
00 0 to wi
Go n C-4 +Z Z to to STREET LIGHT PER
U, + to to COZ5 <0 a) STREET
6 LIGHT PLAN
-Ohl
Ld ui,
m
m
c
+In
z
L a
5
CN 4 ----i-TRACT BDY.
6
7 1 8
N (Y29'2T( E I
FL bl� 508' A
Fto�4�9 c*4
955 cr,W) b 5
CN
;0
b)
--
!9
4�@l
J
-7-
T-
i
k
- ----
-----
------------
T
-A-
a-
L L
kqj�
0=00
I rd
7-r-
.0 co
+ +
0) �m
11
9 1 1
2 3 4 5 6 7 8 9 10
CAMELLIA DRIVE 1000(0
14: r-�Ip
GO
SEE LEFT SCALE: I*- co cq to
R/W
2 -7-Z 53
H
z Z
C-)
JOIN =REMOVE EXIST LLJ >
19+44.07
19+45.92 4
En
-J� WALK
Lf
ECR z Go Z
BCR <
58
57 !2 56 55 0)1-- into
w 54 * ("
c4l
z
-j Lc.
LL- )z 0- 4 w 5
r- ai I-- _j -RELOCATE EXI 3T
00 0 to wi
Go n C-4 +Z Z to to STREET LIGHT PER
U, + to to COZ5 <0 a) STREET
6 LIGHT PLAN
-Ohl
Ld ui,
m
m
c
+In
z
L a
5
CN 4 ----i-TRACT BDY.
6
7 1 8
N (Y29'2T( E I
FL bl� 508' A
Fto�4�9 c*4
955 cr,W) b 5
CN
;0
b)
--
REV. REVISION DESCRIPn0N DATE ENM C11Y DATE
BENCHMARK SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Croof; E -S
pf ESS/0 -
1� ESS /p&
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 14 1 Q
HI "LMSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,E G No. 25742
ENGINEERS BENCHMARK: 918.40 DIAL TWO W THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12-31-01
ANN BEFORE DAYS BEFORE
221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE #674320E AT YOU DIG YOU BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
(714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY TOLL FREE -2600 CF OAkL\
AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
-3� z
T- D 0
<
D m
$6 T
5
m 0
0
Lj* +
-J 00
T 0
-A \ \\-Iit, r- 0 . I / * +
0
N fiz u
+ j,00 9! q
00 CD §c- �- -* I WQ
q CID
r w 0)
OCK AVENUE 00
Z+
wo 0)0)
RECORD DRAWINGS
Rk
PREPAM BY:
EBXWP. I
Ibielmma. RICE 25M
TMMLMANN
OF C 221 S1. GM0 SOW
0=896 CA 92866
(714) 7444Y=
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
JENS THIELMANN
R.C.E. No. 25742
EXP. DATE 12/31/01 MAN BY: S.Z. SOU'MRIDGE VILLAGE SCALE
AS SHOWN
DESIGNED BY- T T 16110 DATE
CA*LLIA IVE A-0EMLOCK AVE. 9-10-2001
/HN/ DRAWN Ill
cow af4ED BY- BY-
Ole- 2968
"-1 I /CITY ENGINEER R.E.E. 51152 D Tff I
J
-7-
T-
r
T
------------
T
a-
0
0 0
.00 CAMLLIA
20+00 E
CONSTRUCTION NOTES
5+31.54
HEMLOCK AVE
CONSTRUCT C A.C. OVER 12'r COMPACTED (95%) NATIVE SOIL
CONSTRUCT CONCRETE CURB AND GUTTER (6r C.F. PER CITY
OF FONTANA STANDARD DETAIL 1003).
CURVE DATA
STANDARD CROSS GUTTER AND SPANDRELL PER CITY
OF FONTANA STANDARD DETAIL 104 MODIFIED TO 10' WIDE.
NO.
DELTA TANGENT
RADIUS
LENGTH
CONSTRUCT C THICK CONCRETE SIDEWALK WIDTH AND
1 �4�
188*01'57' 33.82 1
35.00 1
53.78
�5)
Ic)n-24'04- 35.25 1
35.00 1
55.22
LOCATION PER PLAN & PER CITY SM. 1015.
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
STANDARD 1006.
INSTALL STREET LIGHT PER STREET LIGHT PLAN
8
REMOVE INTERFERING EXISTING CURB AND GUTTER AND SIDEWALK.
17
CONSTRUCT BARRICADE PER CITY OF FONTANA STD. PLAN 118
REV. REVISION DESCRIPn0N DATE ENM C11Y DATE
BENCHMARK SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Croof; E -S
pf ESS/0 -
1� ESS /p&
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 14 1 Q
HI "LMSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,E G No. 25742
ENGINEERS BENCHMARK: 918.40 DIAL TWO W THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12-31-01
ANN BEFORE DAYS BEFORE
221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE #674320E AT YOU DIG YOU BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
(714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY TOLL FREE -2600 CF OAkL\
AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
-3� z
T- D 0
<
D m
$6 T
5
m 0
0
Lj* +
-J 00
T 0
-A \ \\-Iit, r- 0 . I / * +
0
N fiz u
+ j,00 9! q
00 CD §c- �- -* I WQ
q CID
r w 0)
OCK AVENUE 00
Z+
wo 0)0)
RECORD DRAWINGS
Rk
PREPAM BY:
EBXWP. I
Ibielmma. RICE 25M
TMMLMANN
OF C 221 S1. GM0 SOW
0=896 CA 92866
(714) 7444Y=
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
JENS THIELMANN
R.C.E. No. 25742
EXP. DATE 12/31/01 MAN BY: S.Z. SOU'MRIDGE VILLAGE SCALE
AS SHOWN
DESIGNED BY- T T 16110 DATE
CA*LLIA IVE A-0EMLOCK AVE. 9-10-2001
/HN/ DRAWN Ill
cow af4ED BY- BY-
Ole- 2968
"-1 I /CITY ENGINEER R.E.E. 51152 D Tff I