HomeMy WebLinkAbout4203-32006 dre ffer.31
«;
4)
4)
U
4
0
1455 LT
0.50%
1455 CL
C:1
40.49'
L.O.C.
4 4 4 4�
Mi
fit «ft
M
1455 RT c2;
k
0
8
03
38.38'
L.O.C.
AAAA
4 4 4 4
10 .0 0
SAN LEANO
0 DRIVE
SEE SHEET NO. 4
F
32'
32'
20' ' 20'
•
Fz
7
10
0
EXISTING GROUND AT 30'
LEFT OF CENTELINE
8
C
TAN =1.47 EXISTING GROUND
AT CENTELINE
CD
-CD
•a%
EXISTING GROUND AT 30'
RIGHT OF CENTELINE'
TAN=0.50%
LO
C7
LO
36
16+28.09 ECR
0
CO
CO
31.78'
LOC
140 .975LOC,_\
50.00' � (3.48'
TANGENT ,`
50.00' VC.
PI -1457.06
-'
10
10 NI`
Iss
PROPOSED TOP OF CURB
AT 18' LEFT OF CENTERLINE
2.90
D
NJ -
PROPOSED FINISH
SURFACE AT CENTERLINE
31.78'
LOC
co
0
0
.
0
M J
0)
(0
40
� J
3
Nt
•
0
5000' VC
PI=1457.42:
COCL
co
c,
50.00'
TANGENT
50.00' VC
PI=145
oo
1
PROPOSED TOP OF CURB
AT 18'.RIGHT OF CENTERLINE
11+00 11.00
i---- PROPOSED 8" SEWER
PER CITY DWG NO. 4204
w 26'Q
N *
03
tlia) 400 PROPOSED R/W + ` (5`
35
1450.02 TC
L
0
17+14.75 BCR
1450.45 TC
27
0
10
0
�C-,;'
1'€)
03
C)
3
ti
a
r•
-1.00%
10
•
141.95' LOC
70.48'.
CO
o
13.00
38'
LOC
r
32
ti
0
40
NI -
03
mous
Immeigairimisaniummariftro
'
CV
LCS
c/
28
PROPOSED R/W
PROPOSED 8" WATER
BY OTHERS
SAN MATEO COURT
CURVE & LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
92'48'22"
40.49'
26.26'
-
B
25.00'
8T57'44"
38.38'
24.13'
-
C
112.00'
16'15'37"
31.78'
16.00'
-
D
--
-
50.00'
-
N14'12'331
50.00'
-
S18'18'4/"E
36.00'
212'31' 13"
140.95'
--
-
G
-
-
42.36'
-
N10'14'49"E
H
112.00'
10'00'00"
19.55'
9.80'
I
-
-
50.00'
-
N 16` 14'49 "E
-
-
50.00'
-
S16' 16'24"E
35.00'
93'08'44"
56.90'
36.98'
-
L
35.00'
95'12'00"
58.15 `
38.33
-
M
25.00'
86'09'26"
37.95'
23.39'
-
N
25.00'
88'41'09"
38.70'
24.43'
-
5V1
c-C\T' ri)IP
\.\-J
YOU DIG
DIAL
BEFORE
TOLL FREE
A PUBLIC SERVICE BY
REVISION DESCRIPTION
DATE
30
LOC
)TWO WORKING
DAYS BEFORE
YOU DIG
1-80 0-227-2600
UNDERGROUND SERVICE ALERT
ENGR.
V-
TYP
37.41'
L00
12+85.26 RP
1457.18 FS
1455 L7
IDENTICAL POINT
1465 CL
IDENTICAL POINT
pass RT.
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
DATE
eFe2,f040 041-4 140/4,
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
1460 LT
0.50%
1460 CL
1460 RT
Li
58.12'
L.Q.C.
A 4 A
0
oc0
0
CO•
TAN =0.502
44
0
10.00
SAN LEANDRO DRIVE
SEE SHEET 4
k64'
EXISTING GROUND AT 30'
LEFT OF CENTELINE
TAN=
42.36'
LOC
(0-
00%
Q
0
0
w
EXISTING GROUND
AT CENTELINE
•
•
w
C)
60
0?
1
31.78'
LOC'.
PROPOSED TOP OF CURB
AT 18' LEFT OF CENTERLINE
►07o
10
PROPOSED ,KNISH
SURFACE AT CENTERLINE
_31.78'
LOC
19,95'
TANGENT
EXISTING : GROUND . ,AT 30,::
RIGHT OF CENTELINE
C<) O--
11+00
CO
0
10
50.00'
TANGENT
50.00' VC
PI=14 59.89
140.95' LOC .
70.48 , r
0
Ci
N
10 •
60
50.00'- VC
PI=1460.25
C
0
a
•
0
=1.00%
4
50.00'
TANGENT _4-
50.0l'
< VC
PI=1 59.89 - c
PROPOSECv TOP OF CURB
AT 18' RIGHT OF CENTERLINE
11f00
•
4...
95' LOC
70.48'
0
coco
ytf .
..• •*
'-.
•
xlb
CO
'IDENTICAL. POI(
IDENTICAL POINT
NOT
CO` aoit TO FY LOCATION
TION
AND ELEVATION PRIOR TO START
OF CONSTRUCT i
3+00
PROPOSED 8" SEWER
'�- PER CITY DWG NO. 4204
26
25
19+08.19 FCR
14
14
24
re
00
VOC
51.42 TC 111:14=111 °A.
PROPOSED R/W
35,
LOC
0
TYP
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE OTY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
16
40
C.S
st-
N
rvi
U
wigimisinimammaimmmi,_,
. 18 .
17
..:,:. 0.3
In In141 C.)
IX C0 0 aci.,r a %,,,Cto
NI- CI C:'') '" lq 20
o 00
Lo 1.6
Q � /4* -:-
5.47' CC s
a. 6.96'
LOC
LOC
PROPOSED 8"WATER
BY OTHERS
GRAPHIC SOLE
20 40 80
SAN RAFAEL COURT
4141
160
{ )
I ING1= 40 F1
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR:
YH CITRUS LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(909) 291-7600
FAX (909) 291 7630
ORIGINAL BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF- BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
SITE BENCHMARK
WITH BRASS CAP, C. S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
Les
Atko
1
TYP
8
10+00.00 CL CLEAR LAKE WAY =�
60+79.55 CL WALNUT AVENUE
12+85.04 RP
1460.00 FS
39.54
LOC CONSTRUCTION NOTES
0
•
• PROPOSED TOP OF :.CURB `
AT 18' LEFT OF CENTERLINE•
TAN=0.502 „
0
CZ
!+
5.90' L.O.C.
CF TRANSITION
cc
p rr� tl- Ii5'�co
W 0 f...
stJ-
PROPOSED FINISH
SURFACE AT CENTERIJNE
CO LO
0
S}C.rS,
/yo
0a.
.5021a
2
00 0
0�
0
0
03
NI
4
O
4
PORTION. OF
50.00' VC co 4 38.70'
PI= 1450.45 Lac.
�,...
4.•04
M C 1' CI'! ) ,
r
Ti NI.1.17
0
•
gee. t
TAN= -1.57 '
EXISTING GROUND AT 30'
'LEFT OF CENTELINE
50.00' VC
PI= 1450.50
rel
+.
-4.61%EXISTING GROUND
AT CENTELINE
PROPOSED TOP OF CURB PORTION. OF,.
, AT '18' -MIGHT OF CENTERLINE r 50.00' 'VC - . 37.59
C
58.15.....L,O..._ ,
-► PI=1450.45 .3.C.
m 4 4..
C.)
•
Cv 6oi
6
CF TRANSITION
1 0.0 0
CO
•0
0
EXISTING GROUlb AT 30'.
',RIGHT OF CEtsITELINE
CC
CO
00
03
11+00
25'
eL
1448.34
TC
cc
14.1
01
CO
PROPOSED R/W
1449.42 TC
oi
CO
CO
Nh
co
(0
00
00
01
12 00
PROW
37
36
-. \ (3' )
44, 7,03Pb I
<i> fti.v.
\--, \ 1 , 1
OPP °
1448.951E 400,
z -6.121F5 tr--cwv) '**.!
rc2; !!iti Z:
LOT rir,
CC
CL CO CL
1 031
WALNUT AVENUE
PER MY DWG NO. 3698
CONSTRUCT 4* AC PAVEMENT (MIN) OVER 12* OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
CONSTRUCT 4.5* AC PAVEMENT (MIN) OVER 12* OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
CONSTRUCT 6* PCC CURB St GUTTER PER CITY STD. PLAN NO. 1000
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8'
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN ON
PLAN
CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED
OTHERWISE
CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003
CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404
INSTAL STOP SIGN PER CITY STD. PLAN NO. 4003
INSTAU. STREET SIGN PER CITY STD. PLAN NO. 4003
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY' STD. PLAN 2000
1
1449.87 TC
CC
03
0)
CLEAR LAKE WAY
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, 11.C.E. 43976
(expires 6/30/2007)
SAN LEANDRO DRIVE
SEE SHEET NO. 4
CITY OF FONTANA, CALIFORNIA
00
1.0
0
ao
STREET IMPROVEMENT PLAN
DRAWN BY:
AE
DESIGNED BY:
ML
CHECKED BY:
011 ml
APP
TRACT NO. 17884
SAN MATEO CO RT, SAN RAFAEL COURT
R KE WAY
OVE
BY:
CITY
GINEER
R.C.E. 51152
SCALE:
AS NOTED
DATE:
AUGUST 2006
DRAWING NO.:
4203
3
5