HomeMy WebLinkAbout3405-6M
SCARLET OAK LANE
SEE SHEET NO. 12
r' -• 50' -. a
® INDICATES LIMITED USE AREA
REVISION DESCRIPTION
TOLL FREE `i"1 -800-227-2600
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I Apo DI?WY SiDeWALK
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SULTANA AVENUE
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ETIWANDA VINEYARD TRACT
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274 W. 91+►ST., Uplahel CA. 91781e ��� ��,,�CE.q1
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Terrance A. Lame
RcE 248381 EXP. /231107
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIIXENT MANNER, THE CITY ENGINEER MAY
REQUME REVISIONSPLANS TO
TO THE PLATO
BRING THEM INTO C WITH
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BASIS OF BEARINGS -
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361.
YOUNG HOMES
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA, NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
(909) 291-6700
aEVA11ON: 1365.01
BASELINE AVENUE
SEE DWG NO. 3060
126'
Q
Q W
Z
W
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CURVE & LINE TABLE
RADIUS DELTA LENGTH TANGENT BEARING
A 30.00' 90'00'00" 47.12' 30.00'
B 200.00' 05.41'48" 19.89' 9.95'
C 20.40' NOT 3'00"E
Prepared By:
Q ALLARD ENGINEERING
. Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(� l0356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
MEN
Y
I�
G ■ ■IC SCAU
40 0 m 40 w
(N REE
i lode ■ 40 R
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy _
and/or completeness of this information and shall
not be responsible for any errors or omissions
h bei rated herein as a result
t n
No. 43.�7r: ` m
I-A,r
�Z,� .Q EXP. 6/30/07
DATE
1VIL1 aa�P
A Or CALVF
1!0
CONSTRUCTION NOTES
CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
5 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
6 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
8 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 INSTALL 5800 LUMEN HPSV (70 WATT, 17) LUMINAIRE
PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT)
16 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN)
17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHEET 2
Q 21 C005TRUCTPARKWAY DRAIN PER APWA STD. No.tst-t, 4--loo°W As 5HowN, 7YPE2
Q 22 CON5TRUCT PC.C. 0RIVEWAYPFR CIT 97-0.PLAIV No. Ioo5AVV
,=351
I? of ESS /0
S HA,y� CFti
DRAWN BY.
AEZ
ul No. 43976 m
* Exp. 6/30/05 * DESIGNED BY.
RC
�9T C I V I k- ��\P CHECKED B
F0 CAL\F� �"'ml
Q�fI
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16477 SCALE:
STREET IMPROVEMENT PLAN 1 "=40'
AVENU BAS
I? SIY OF BASELINE AVENUE DATE:
T /$ASELINE AVENUE FEBRUARY, 2004
PPED DRAWING NO.: YU R.C.E. 51152 3405
Filename: M:\DWG\15910\STREET\15910st06.dwq
J
JOLIET COURT
SEE DWG NO. 3372
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�
�
BASIS OF BEARINGS -
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361.
YOUNG HOMES
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA, NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
(909) 291-6700
aEVA11ON: 1365.01
BASELINE AVENUE
SEE DWG NO. 3060
126'
Q
Q W
Z
W
�9
Cn
J
-4 U
CURVE & LINE TABLE
RADIUS DELTA LENGTH TANGENT BEARING
A 30.00' 90'00'00" 47.12' 30.00'
B 200.00' 05.41'48" 19.89' 9.95'
C 20.40' NOT 3'00"E
Prepared By:
Q ALLARD ENGINEERING
. Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(� l0356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
MEN
Y
I�
G ■ ■IC SCAU
40 0 m 40 w
(N REE
i lode ■ 40 R
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy _
and/or completeness of this information and shall
not be responsible for any errors or omissions
h bei rated herein as a result
t n
No. 43.�7r: ` m
I-A,r
�Z,� .Q EXP. 6/30/07
DATE
1VIL1 aa�P
A Or CALVF
1!0
CONSTRUCTION NOTES
CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
5 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
6 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
8 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 INSTALL 5800 LUMEN HPSV (70 WATT, 17) LUMINAIRE
PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT)
16 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN)
17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHEET 2
Q 21 C005TRUCTPARKWAY DRAIN PER APWA STD. No.tst-t, 4--loo°W As 5HowN, 7YPE2
Q 22 CON5TRUCT PC.C. 0RIVEWAYPFR CIT 97-0.PLAIV No. Ioo5AVV
,=351
I? of ESS /0
S HA,y� CFti
DRAWN BY.
AEZ
ul No. 43976 m
* Exp. 6/30/05 * DESIGNED BY.
RC
�9T C I V I k- ��\P CHECKED B
F0 CAL\F� �"'ml
Q�fI
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16477 SCALE:
STREET IMPROVEMENT PLAN 1 "=40'
AVENU BAS
I? SIY OF BASELINE AVENUE DATE:
T /$ASELINE AVENUE FEBRUARY, 2004
PPED DRAWING NO.: YU R.C.E. 51152 3405
Filename: M:\DWG\15910\STREET\15910st06.dwq