HomeMy WebLinkAbout3366-4IV
10+00.00 CL MANDRAKE COURT=
19+80.00 CL BLACKTHORN DRIVE
17
10+00
CURVE/LINE DATA TABLE
11+00 1+0
O
13+00 14+00 L
1350.33 FS
LENGTH
CONSTRUCTION NOTES
A
R/W PER
105.00'
0—INSTALL
5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) ON 25 FT.
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
5
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16'
I
(D—CONSTRUCT
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(D—CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
LACI ® 1V
D
(SEE GENERAL NOTES 31 AND 32)7
D
CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. N0.1006
SEE 16-19M 3(D—CONSTRUCT
DWG NO. 3063
6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
8
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
50'
4�--
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104
10
INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
-
12'
25' 25
3
(MODIFIED 8' WIDTH)
11
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
31
30
5' 20'
20'
S'
11+05.00 CL MANDRAKE COURT=
10+Oo 00 CL SUNFLOWER LANE
Ln
FELE
HO ®1"- 440,
EXP' 6/'30A.117 ZL
15+00
1p
Q�CAI_IF®Design Professiona� 5i: u: 3. e'I k
and/or completeness of this information and shall
BASEL INE VENUE not be responsible for any errors or omissions
�! �J i h
SEE CITY OF FONTAI�TA a�ay be incorporated herein as a result
DIM K0. S.
SEE SNUT 9 6 10
DATE
135'
69' 66'
57' 54' 12'
e
PROPOSED
RIW
1s
TRACT NO. 16403
CURVE/LINE DATA TABLE
O
1 BEARING
1350.33 FS
LENGTH
TANGENT
A
R/W PER
105.00'
w
VL
B
215' 12'21'
I
1 150.24'
126.07'
C
100-18'42"
J
1 43.77'
29.96'
D
90'00'00"
25.00'
DWG NO. 3063
25.00'
E
N17'36'11 "W
-
50.30'
-
F
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50.30'
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0
33
40' 10'
31
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29
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PROPOSED
RIW
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TRACT NO. 16403
CURVE/LINE DATA TABLE
O
1 BEARING
RADIUS
LENGTH
TANGENT
A
17'36'11"
105.00'
32.26'
16.26'
B
215' 12'21'
40.00'
1 150.24'
126.07'
C
100-18'42"
25.00'
1 43.77'
29.96'
D
90'00'00"
25.00'
39.27'
25.00'
E
N17'36'11 "W
-
50.30'
-
F
N 1736'111
-
50.30'
-
TOLL FREE -' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
15'45 02"W
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5 20' 20' 1356.46 FS
25' 25' MANDRAKE COURT
50' PROPOSED MEANDERING
SUNFLOWER LANE
SZE RIWIT
\-- MEDIAN CURB PER
DWG NO. 3063
LU.A. EXISTING 12" WATER
EXISTING 8' GAS
EXISTING 17" WATER
4
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE
EMOLMD CONSTRUCTION OF Q ,
9-1PROVENJENTS NOT CO2PRIENCEVWTHINPREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YO 16 1; IIO CITY OF FONTANA BENCHMARK NO. 361.
SHOWN HOME= FORTH LV A 10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWERPBOEE
DILLMW"-MMTHE CITY ENGZEERMAY Rancho Cucamonga, Co. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF
QUME REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE
II M0 THEM LVTO CONFORMANCE WrM Fax (909) 477-6725
CONDMONS AND STANDARDS IN EFFECT
j RCB
EXISTING SEWER
EXISTING SEWER MH
Rh
MM-TilM 1
0D ISE COURT
50 82
BEECH AVENUE
EEE LEFT
46'
SEE SHEET 0
100'
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23'
23'
5'
18'
18'
5'
50' '50'
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40' 10'
L.O.S.
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PER DWG NO. 3050 10+00.00 CL SUNFLOWER LANE= 'n
11+05.00 CL MANDRAKE COURT
1350.33 FS
33 it
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RIW PER
DWG NO. 3063 L.O.S.
3
LUA.—\
( IN FEET )
1 INCH = 40 FT.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Davi�
Hammer, A.C.E. 43976 ate
(expires 6/30/2005)
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DRAWN BY:
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Lo No. 43976 M WF
a Exp. 6/30/05 DESIGNED BY:
JB
sgTF l V I L f o���P CHECKED BY:
F CALF DSH
11+83.27 CL SUNFLOWER LANE=
32+11.43 CL BEECH AVENUE
1351.33 FS
8' GRADED
SHOULDER
CITY OF FONTANA, CALIFORNIA
STREET IM-PROVEMENT PLANS
TRACT N0. 16403 SCALE: "-
1 -40
F E COURT DATE:
1
OWM LAPSE JUNE 2003
PR D BY: Q DRAWING NO.:
S• g
CITY ENGINEER R.C.E. 51152 1 3366 10
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