HomeMy WebLinkAbout4979-459
CASILLAS WAY
SEE SHEET 7
CONSTRUCTION NOTES
4`_J CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006. (W=5')
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403.
8 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003.
@J INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND
AND STOP BAR.
11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO, 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER
13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
A
SCALE IN FEET
0 40 80 120 160
I
.I J
SCHNEIDER STREET
1-11...1-11-111 ...I _�,
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
T 1 REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8]3/27/14_'I WLI RS /27/14
Line Table
LINE
BEARING
LENGTH
L1
580'33'04"E
41.42'
L2
N89'26'53"E
65.41'
SCALE: 1" - 4C'
SCHNEIDER STREET
SEE AT LEFT
1',1-11 V-1 I z IP -,4-11
Cure Table
CURVE
DELTA
RADIUS
(LENGTH
TANGENT
C1
110'00'05"
62.00'
119.03'
88.55'
C2
90'00'00"
25.00'
39.27'
25.00'
C3
7`28'26"
112.00'
14.61'
7.32'
C4
8'43'07"
280.00'
42.61'
21.34'
C5
6'11'30"
320.00'
34.58'
17.31'
C6
6'11'30"
298.00'
32.20'
16.12'
C7
6'11'30"
302.00'
32.64'
16.33'
C9
6'11'30"
280.00'
30.26'
15.14'
C10
9900'00"
25.001'
39.27'
25.00'
C11
90'00'00"
25.00'
39.27'
25.00'
C12
90'00'00"
25.00'
39.27'
25.00'
C13
90'00'00"
25.00'
39.27'
25.00'
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,
BENCH MARK: BM 100484
1.5 MI. N ALONG SIERRA AVE. FROM
HIGHLAND AVE, 63 FT. E OF 1/4 CORNER
19-20, T1N,R5W do CA SIERRA, 34 FT.
E do 55 FT. S OF PP j 707O66H 50-59,
3 GALV. STEEL WITNESS POSTS, 5 FT. HIC
'UNICO" SIGN 7 FT. W OF MON.
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a=
C)
0
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ti�r'j
125
12+66.90 ECR
48.00TC,47.33FL
(4) 8+76.23 BCR
`\48.18TC; 47.51 FL
'.1 47 1 L, T I. r7 I I 4
13+80.90 BCR
U-
t7.53TC,47.03FL, w
us
126 m
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+
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Lo
TERRA VISTA DRIVE
SEE DWC% 4969, SHT 2 OF 4
l
LL -
N 0'33
34'
22'
Co
Co
W
34
22'
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F -
C11
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TERRA VISTA DRIVE
SEE DWCL 4989, 9 -IT" 3 OF 4
BASIS OF BEARINGS:
THE BEARING OF NQ0'35'43'W ALONG
THE C.L. OF SIERRA AVE., AS SHOWN
ON TR. NO. 14500 M.B. 251/70-74.
WAS USED AS THE BASIS OF BEARING
FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF;
(NMADOL EDRAWN BY:
s3v2Prr A+�.. a3o
a RANCHO CUCAMONQk CA- 91780 CB GB
PHONE: 809.4816322
1�►ginee.►ag Communities for Life FAx %9.4al.6320 DESIGNED BY:
TM/'WI
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT (FLANS
TRACT NO. 188201-1 SCALE.
SCHNEM SIFTr�7rD CDR AVH�E AS SHOWN
DATE:
S1REET TO TERRA WA DANE SEPT. 2012
P VED DRAWING NO. 4
- - -- 4979
J
FA
J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_20131210\2014-03-27 Rev 1 St Names\Street\Street-Rev St Names Sht04.dwg, 4/10/2014 8:13:10 AM, dmartinez