HomeMy WebLinkAbout3087-4P1=1570.74 1571.33 11 12
CARIBOU LANE
CURVE DATA
0
R
Q
L
T
A
25.00'
90'00'00"
39.27'
25.00'
B
62.00'
36'52'12"
39.90'
32.00'
C
38.00'
253'44'24"
168.29'
50.67'
. �.. . . «
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.11
TWO WORKING DAYS BEFORE YOU DIG
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
13
M.O.C.
1585.57 TC
1585.07 FL
RECORD DOCUMENT
Those Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
whi h may be incorporated herein as a result
2-1 1- (34
DATE
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATTN: BEN ANDERSON
4901 BIRCH STREET
SUITE "C"
NEWPORT BEACH, CA 92660
(949) 450-9911 - FAX (949) 450-9922
CONSTRUCTION NOTES
1-
CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
18
(SEE GENERAL NOTES 31 & 32)
19 LL'�
--
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD.
DWG. NO. 1003
0--
PCC DRIVE APPROACH PER CITY STD. DWG.
102, W=16'
UNLESS NOTED OTHERWISE
Oa?
O5 —
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO.
1015 ,W=5'
(D--
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY
STD. 109
INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
+
a—
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
/-5
1 p
INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO.
3089 LT
ECR
(TO BE INSTALLED BY TR. 16166 & TR. 16166-1)
LO
31
30
10+00.00 ELK COURT=
17+76.81 DEER DRIVE
1569.15 FS
29
BENCHMARK
FWE 43 — R.R. SPIKE IN E.P. BY
PP#1536663E S'LY SIDE OF BASELINE
220'± E'LY OF CHERRY AVE.
ELEVATION: 1313.04
10 11
SEE SHEET 2
DEER DRIVE
TRA r No, -16-166
12
40
13
GRAPHIC SCALE
20 40 80
0
17
18
19 LL'�
1--
20
21
��
14- CD
Oa?
U 00 0 10
PUE
o LO R/W
+
a
/-5
— '-
17+33.81
ECR
LO
—
�f
1569.47
C 5
\
..
M.O.C.
8
x
1583.70 TC
1583.20 FL
t r r
10
18+19.81
BCR
p
•• ���
1568.89 TC R/W
omo
n U-)
5
of
U
5' PUE
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W U
ICY!~
to r-
+LO
00
O ~
0
O N
V O
+(026
25
24
a 0 23
22
Oto
ELK COURT
(INS)
1 inch = 40 ft.
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
160
rreparea may: QROF° ESS / N CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING �o Na J. � q�
STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue Drawn By: Scale:
Fontana, California 92335 0 No. 36052 m DEA/WF TRACT NO. 16166 1"= 40'
Uj r77 P,�
(9356-18815 �,,,Fax (909) 356-1795 0(- EXp6/30/2004 -13Designed By: CARIBO LANE Date:
w4w4t�-/�4--Vx(•12.•02 d`�� CIV1\- `P JF/SF -/' L O APRIL 2002
Raymond J. Allard, A.C.E. 36052 Date F FC Checked BOW -- wg. No. 4
(expires 6/30/2004) OF CA- Approved: �B
DH CITY ENGINEER R.C.E. 51152 3087 5
File: L:\DWG\13402\STREETS\16166\Sht-4.Dwg