HomeMy WebLinkAbout3933-8@ PL
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70.57
44.88
C12
109051 '04 "
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115.04
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PROP. -'
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TANGENT
C1
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TANGENT
C1
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N
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39.20
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110.00
19.20
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90'08'56"
45.00
70.80
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TANGENT
C1
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25.00
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SCALE. 1 - 40
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BEARING
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DEL TA
RADIUS
LENGTH
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C1
26007'09 "
60.00
27.35
13.92
C2
39043'58"
60.00
41.61
21.68
C3
43'5957"
60.00
46.08
24.24
C4
10'00'00"
110.00
19.20
9.62
C5
110008'56"
60.00
115.35
85.93
C6
90'08'56"
25.00
39.33
25.07
C7
89051 '04 "
25.00
39.20
24.94
C8
10'00'00"
110.00
19.20
9.62
C9
90'08'56"
45.00
70.80
45.12
C10
10'00'00"
110.00
19.20
9.62
C11
89'51 '04 "
45.00
70.57
44.88
C12
109051 '04 "
60.00
115.04
85.45
SCALE. 1 - 40
WA Y
DIG
TOLL FREE -q"mmmw"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RIM/N/ LANE.,
SEE SHEET 9
REV.
SCALE IN. I FEET
40 80 120 160
5' 6' 21' F' .5'
G
5'
REVISION DESCRIP71ON
CATCH BASIN "7"
LOCAL DEPRESSION (CASE B)
SCALE- 1 " = 10' -
CL CB 6
W=14 ; V=
6
0
a
:%X
14'
�Q
NO VA RA AVENUE MASSA WA Y
SEE SHEET 7 SEE ® LEFT
2 CONS TRUC T/ON NOTES 10+00.00 STA. PIAZZA LN
LINE TABLE
W
LINE
BEARING
LENGTH
L 1
N79 047'04 "E
42.71
L2
N80'1256 "W
42.71
L3
N10'21 '52 "W
42.71
L4
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42.71
L5
N49 *47'04 "E
10.00
L6
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4.00
DIG
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RIM/N/ LANE.,
SEE SHEET 9
REV.
SCALE IN. I FEET
40 80 120 160
5' 6' 21' F' .5'
G
5'
REVISION DESCRIP71ON
CATCH BASIN "7"
LOCAL DEPRESSION (CASE B)
SCALE- 1 " = 10' -
CL CB 6
W=14 ; V=
6
0
a
:%X
14'
�Q
NO VA RA AVENUE MASSA WA Y
SEE SHEET 7 SEE ® LEFT
2 CONS TRUC T/ON NOTES 10+00.00 STA. PIAZZA LN
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CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NOTE:
Z
►°
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
N
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). ::
8
C:30 a
co `D
11
O2 -
CONSTRUCT 6". CF_ P.C.C. -CURB & GUTTER PER CITY'STD. PLAN NO. 1000.
t
o
PR/ VA TE S T REE T IMPROVEMENT
PLANS
0
N
DRAWN BY
MVA/cv
a -CONSTRUCT
4" P.C.C. SIDEWALK PER CITY STD .PLAN NO. 1006.
SCALE-'
o+
STA. 10 0 TO STA. 12+40
As SHOWN
N
a7 -
CONSTRUCT DRIVEWAY APPROACH PER CITY STD., PLAN NO. 1002, "W" PER PLAN.
T A T 16874
DA 7F•
FEB 2005
131 A
71 `7
A
6' U .
s ,'6',� 7,q CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1062 , '1N" PER PLAN R
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL ON PLAN.
6' ` 5' 9-- ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NDS. 2000 & 6cx� .
CATCH BASIN "6"
LOCAL DEPRESSION (CASE B)
SCALE- 1 " = 10'
LIPDATE r -/TX 37AA 40ARD CALL cu7Z9
DA 7E I ENGR. I CITY I DA TE
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K1 18E -EAR- 11- 150 -HPS-KI6-HSS-7S-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 124-A (SIZE 3). BENCH MARK: # 8-17 BASIS OF BEARINGS.-
INSTALL
EARINGS:INSTALL TEMPORARY BARRICADE, BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR NO.
OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11.
OF SIERRA AVE:
ELEVA TION: if 1428.609
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of
QR�IOiV PREPARED /N THE OFF/CE OF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��°��,�. �- I wq FMADOLE AND A SSOC/A TES, INC.
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A w `t��No. 36637s� m 60-
� 3 c � 7 A S. ROCHESTER AVENUE
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE * Exp: 06-30-06 ONTARIO, CA 91761
PHONE ( 937-9151
REVISIONS TO THE PLANS TO BR/NG THEM INTO '9TF i V i �- o���lfvdltd�kft -_PP
/'It
CONFORMANCE WITH CONDITIONSOF CALF RC 3 37 EXP. e 3 106
AND D /N EFFECT. WENDELL L. AWA TSURU
2
Exp
LANES'T,�TF CIVIL
1.1F
COOz
NOTE:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
THE APPROVED PRECISE GRADING PLANS.
0
N
CITY OF FONTANA, CALIFORNIA
t
o
PR/ VA TE S T REE T IMPROVEMENT
PLANS
0
N
DRAWN BY
MVA/cv
MASSA WAY & PIAZZA LANE
SCALE-'
o+
STA. 10 0 TO STA. 12+40
As SHOWN
N
DESIGNED BY
GB
T A T 16874
DA 7F•
FEB 2005
CHECKED BY.• �
AP 0
- 2"ben
DRA WING NO.
8
SCL eWr
.03
3933
13
C/TY ENG7tEER . E. 51152 DATE
J:\126-2005\streets\st08.dwo. 1/31/2006 10:38:59 AM. C