HomeMy WebLinkAbout4203-41450 LT
1450 CL
1450 RT
TAN=-2.92%
v
g
cc
00 N
�Q)
• 0
TAN=1.25
10+00.00 CL SAN LEANDRO DRIVE =
12+00.96 CL TAHOE WAY
1,2
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1
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cr
39.30'
L.Q.C.
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TAN= -2. 92%
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111,71
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0
"4-
3.29%
L
50.00' VC
P1= 1447.13
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0
- -.
Od- O
0
1
37.50' 50.00VC
L.Q.C. P1=1447.12
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1
TAN= 1.639
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00
0.50%
0
•o
10+00 11.00
3o'
8'
1
0
7
•
30'
v
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CO
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12+43.46 ECRco
1447.70 TC
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0.50%
1
00
00
N
0a
N
EXISTING GROUND AT 32'
LEFT OF CENTELINE --',
F=-
00
EXISTING GROUND
AT CENTEUNE
CO
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fit"±
r
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000
EXISTING GROUND AT 32'
RIGHT .OF CENTEUNE
12+00
PROPOSED 36" RCP STORM DRAIN
PER CITY DWG NO. 4205
PROPOSED 8" WATER
BY OTHERS w
Lei
M
N
PROPOSED R/W
10
LO
CC
1.44
1.0
rn
Pei
35.99'
L.O.C.
4 4 4 4
•
CO
•
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t
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to
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00 r.
+
c)
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05
w
V
0
0.50%
X17
PROPOSED TOP OF CURB
AT 20' LEFT OF CENTERUNE
0.50%
PROPOSED E FINISH
SURFACE AT CENTERLINE
03
N
05
U
1- o_
0
cti
.-.
0(3
PROPOSED TOP OF CURB
AT 20' RIGHT OF CENTERLINE
13+00 14.00
rn
,-4P 1Ilk
10+45.61 BCR _
° 4.- 45
44 1448.91 TC
0 4111W
dallirimirssairatainsuri a s 1 a as iiii. :►
Nei 9'59' 12'x° E
o
N
0
lin
co
SAN BRUNO COURT
SFE SH(Ef 2
0
0
TAHOE �f
sfEs��,.WAY
CURVE do LINE TABLE
0
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
-
-
22.60'
--
N76`56'50"W
B
25.00'
90'04'21"
39.30'
25.03'
-
C
280.00'
08'41'45"
42.50'
21.29'
-
0
300.00'
13'03'58"
68.41'
34.36'
-
E
25.00'
85'56'43"
37.50'
23.29'
-
F
320.00'
09'00'40"
50.33'
25.22'
-
0
845.00'
04'44'12*
69.85'
34.95'
-
H
825.00'
12'44'19"
183.42'
92.09'
-
I
805.00'
12'44'19"
178.98'
89.86'
-
25.00'
, 89'21'10*
38.99'
24.72'
-
K
25.00'
84'58'37"
37.08'
22.90'
-
L
845.00'
02'19'55*
34.39'
17.20'
-
M
980.00'
11'58'13*
204.74'
102.75'
--
11+56.75 BCR
1446.12 TC
00
0)
0
PROPOSED R/W
PROPOSED 8* SEWER
PER CITY DWG NO. 4204
0
CURVE & LINE TABLE
0
RADIUS
DELTA
LENGTH
TANGENT
' BEARING
CO
Lei
;' 60
;0'
12' 18'
30"
16' `
►Y
Ills‘&
th...01111,11111rdiNir
0
10+42.32 ECR
1448.81 TC
411
•
00
v
0
tp
c
37
0n
m
38.70'
0
N.
CO
CO
A
L.O.C.
A a
j
04
0
a -
15.00
o
1
o9?
O
t
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0.50
37.59'. ..
1.70X.
�'U- es-
O 0000 000
0
ON
COCI• Q.
N
00
rn
40.49'
LO.C.
4 4 4 A
CC
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04to
4. (3
co '�--
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1ti• s _....:�1
0
CO
0
tt )
CO
A
.38.38'
W
0
L.O.G.
00
N.
C
•
16+00 17+00
15+55.87 CL SAN LEANDRO DRIVE
11+79.86 CL CLEAR LAKE WAY
Ct
00
0
04
(Irl
USAN MATEO COURT
(-I SEE SHEET 3
6 J' '
41. t t.
0'
12'" 1
8i
12'
R 10+43.50 ECR 27
VOTt'j1450.44TC
ir 0 A 44, 16.
-Abr=drifirmarrommunavas‘ 0
00LO
h
EXISTING GROUND AT X32'
LEFT OF. CENTELINE -1
0
. 00
0.50%'
EXISTING GROUND
AT CENTELINE
00
c
0.50% .
EXISTING GROUND 'AT 32'
RIGHT OF CENTEUNE
0.50%..
10+46.64 ECR
36 1450.53 TC
7
13+46.45 CL SAN LEANDRO DRIVE =
10+00.00 CL SAN BRUNO COURT
INDICATES PROPOSED A.C. PAVEMENT
11
co
7.1
0)
(9,
0
a.
cc
11+34,89 ECR
CO
ai
0
10
04
t._
0
00
I --
03co ,,n
7777
18+00
V
3
4
19.55'
0
0
O
rn
58.12
ktt
C•4 CO
CO
CO
Y
F
•
a
L.O.C.
•
LO
89.54'
1
0
42.37'
L
50.00'; VC
Pt -1451.56
Tx -3 41
0
rn
1
•
•
00
CA
1
N
tO
119.03'
"qt. -
• 1,00
•
PROPOSED 8" WATER
BY OTHERS
0
0
OC..
•
PROPOSED FIRE
HYDRANT
10+57.00 BCR
21g53.44
TC
GENT
cr
0)
0
rn
50.0 ' VC
PI=1451.89
c.9-
'- u� Loi
*
•
1
1
PROFILE
19+00 20+00
SAN RAMEL COURT
SEE SHFET 3
60
tn
1
0'
4116111=umembommusimmimmnii
4 4r
0 fa
CLEAR
12' :22
SHEET 3
22'1 (112 1449.90 TC
LAKE WAY
SAN LEANDRO DRIVE
GRAPHIC SCALE
40 0 20 40 80
160
(IN FEET)
11+36.94 BCR
ce
cej
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.
00
/41
CO
LO
10
11
3
OD Ars
1°39 433 `'-'44.‘':." 24.6§L_A
4.7
TY 0
15
"ammtemerja0011
41
1453-34
SZ
purnommammullik
16+73.33 CL SAN LEANDRO DRIVE =
10+00.00 CL SAN MATEO COURT
CONSTRUCTION NOTES
12
0
as.
114
LO
CO
LOC
CONSTRUCT 4" AC PAVEMENT OEN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 lc 32)
CONSTRUCT 6" PCC CURB Se 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 St 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; 17) LUMINAIRE PER eny sra PLAN NO. 404
INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003
ADJUST MANHOLE FRAME Sc COVER TO GRADE PER CITY STD. PLAN 2000
ctS
0
t),_ 19+63.19 CL SAN LEANDRO DRIVE =
10+00.00 CL SAN RAFAEL COURT
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
1,1;
\J1
BEFORE t
YOU DIG \
OLL FREE
A PUBLIC SERVICE BY
TWO WORKING
)DAYS BEFORE
YOU DIG
1-800-227-2600
UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
/1
61,9
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
MO 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
PREPARED FOR:
YH CITRUS LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(9099 291-7600
FAX (909) 291-7630
ORIGINAL BENCHMARK
CI7Y 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
BASEL/NE AVENUE AND CITRUS AVENUE.
ELEVATIOIst 1395:16
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Plarming
6253 Sierra Avenue
Fontana, Calilornia 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, 13.C.E. 43976 Dat
(expires 6/30/2007)
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
AE
DESIGNED BY:
ML
CHECKED
TRACT NO. 17884
N NDRO DRIVE
AP
CITY ENGINEER
R.C.E. 51152
SCALE:
AS NOTED
DATE:
AUGUST 2006
DRAWING NO.:
4203
5
Filename: MAdwg\15935 \ FINAL DESIGN \ STREETS \ 1 7884-ST04. dwg