HomeMy WebLinkAbout3143-30
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
CURVE DATA
O
a
R
0
L
T
O
R
0
L
T
A
60.00'
90' 13'44"
94.49'
60.24'
H
320.00'
16' 17'08"
90.96'
45.79'
B
60.00'
26'56'40"
28.22'
14.37'
J
280.00'
16.17'18"
79.60'
40.07'
C
25.00'
90'05'06"
39.31'
25.04'
K
25.00'
90'01'01'
39.28'
25.01'
D
280.00'
16'17'08"
79.59'
40.06'
L
25.00'
89.58'59
39.26'
25.01'
E
320.00'
16'17'47"
91.02'
45.82'
M
45.00'
90'05'06"
70.75'
45.07'
F
300.00'
16'17'34"
85.31'
42.94'
N
60.00'
53'42'58'
56.25'
30.38'
G
300.00'
16'17'08"
85.27'
42.92'
0
60.00'
26'54'56"
28.19'
14.36'
ID
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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DATE I ENGR.I CITY I DATE
54'
RILEY DRIVE
PER CITY DWG NO. 3275
SEE SHEET 5
PROFILE
HORIZ: 1 "= 40'
VERT: 1 "= 4'
21+47.80 BCR � J112 M `� ` 113
1400.45 TC �+
67 2 N / \
6 VARIABLE WIDTH LANDSCAPE MAINTENANCI
SIDEWALK AND LINE OF SIGHT EASEMENT
T509TAXID
7%,A019 5906 A0250-1
VIRGINIA DRIVE
SHOULD CONSTRUCTION OF 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
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF
THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M
BEING N00'06'54"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE.
CA 91730
(909) 477-6715
ELEVATION: 1365.01
15 W�
13- .W.=.._W
Mi ON:
\42)
10 Q EXISTING DUAL A
CENTERLINE MEW= LOCATION
-- --- �__ ---- SCALE: 1" = 20'
VEXISTING V EXISTING
CB & LD R/W N
W EXISTING `r
U Q4' SIDEWALK U_��- +
U �" ► - �f �F `- 00 W) C'41
N Lp
W U Z Z U N -4: 0) d rn i" ) Lq n O n O n CO
I-
ZDW X CO o p p O
cn W ^ W 4U d� d ch O o
+ o o CONSTRUCTION NOTES
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE -
( See general notes 31 and 32)
0 2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
LU cr_3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
4 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 w wLU
5 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 0
6 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, #7) 25 FF. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 CASE 'B', W-9', +4'
CIONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-1, CASE PER PLAN CATCH BASW #1 DUAL
8 CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2, W=14' STA 12+24.42
9 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 NOT TO SCALE
10 REMOVE EXISTING TRAFFIC BARRICADE
11
7CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY PER CITY STD. DWG. 102-C, AND DETAIL A ON SHT. 3
12 INSTALL TRAFFIC BARRICADE
13 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1
14 CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. DWG. NO. 1007
15 REMOVE EXISTING AC PAVEMENT
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
1 l (909) 356-1815 Fax (9 19) 356-1795
6-1795
r
rJ. �i 1- _. 1'j,13,<3
David S. Hammer, A.C.E. 43976 ' Dite
(expires 6/30/2005)
QROf ESS /oti CITY OF FONTANA, CALIFORNIA
S. H,qRANCHO FONTANA SPECIFIC PLAN
n DRAWN BY: STREET IMPROVEMENT PLANS SCALE: „
" No. 43976 DEA VIRGINIA DRIVE FROM ISABEL LANE 1 =40
Exp. 6/30/05 DESIGNED BY. DATE.
* * DEA -TO 673 '-' E'LY ,OF IS EL LANE MAY, 2003
�9T C / V I _ ��\P CHECKED B AP OV , BY: ( DRAWING NO.: 13
SCF CAQF� DH r p
CITY ENGINEER C.E. 51152 3143 1/4
GRAPHIC SCALE
40 0 20 40 80 160
,- N
00
z
A
' eA VIX A Ae
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IN FEET )
1 inch = 40 ft
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o N
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�-
�i
z, o
�_ c
�.....r.. ... _. ..__..._
/- R/W
21+47.80 BCR � J112 M `� ` 113
1400.45 TC �+
67 2 N / \
6 VARIABLE WIDTH LANDSCAPE MAINTENANCI
SIDEWALK AND LINE OF SIGHT EASEMENT
T509TAXID
7%,A019 5906 A0250-1
VIRGINIA DRIVE
SHOULD CONSTRUCTION OF 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
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF
THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M
BEING N00'06'54"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE.
CA 91730
(909) 477-6715
ELEVATION: 1365.01
15 W�
13- .W.=.._W
Mi ON:
\42)
10 Q EXISTING DUAL A
CENTERLINE MEW= LOCATION
-- --- �__ ---- SCALE: 1" = 20'
VEXISTING V EXISTING
CB & LD R/W N
W EXISTING `r
U Q4' SIDEWALK U_��- +
U �" ► - �f �F `- 00 W) C'41
N Lp
W U Z Z U N -4: 0) d rn i" ) Lq n O n O n CO
I-
ZDW X CO o p p O
cn W ^ W 4U d� d ch O o
+ o o CONSTRUCTION NOTES
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE -
( See general notes 31 and 32)
0 2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
LU cr_3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
4 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 w wLU
5 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 0
6 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, #7) 25 FF. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 CASE 'B', W-9', +4'
CIONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-1, CASE PER PLAN CATCH BASW #1 DUAL
8 CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2, W=14' STA 12+24.42
9 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 NOT TO SCALE
10 REMOVE EXISTING TRAFFIC BARRICADE
11
7CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY PER CITY STD. DWG. 102-C, AND DETAIL A ON SHT. 3
12 INSTALL TRAFFIC BARRICADE
13 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1
14 CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. DWG. NO. 1007
15 REMOVE EXISTING AC PAVEMENT
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
1 l (909) 356-1815 Fax (9 19) 356-1795
6-1795
r
rJ. �i 1- _. 1'j,13,<3
David S. Hammer, A.C.E. 43976 ' Dite
(expires 6/30/2005)
QROf ESS /oti CITY OF FONTANA, CALIFORNIA
S. H,qRANCHO FONTANA SPECIFIC PLAN
n DRAWN BY: STREET IMPROVEMENT PLANS SCALE: „
" No. 43976 DEA VIRGINIA DRIVE FROM ISABEL LANE 1 =40
Exp. 6/30/05 DESIGNED BY. DATE.
* * DEA -TO 673 '-' E'LY ,OF IS EL LANE MAY, 2003
�9T C / V I _ ��\P CHECKED B AP OV , BY: ( DRAWING NO.: 13
SCF CAQF� DH r p
CITY ENGINEER C.E. 51152 3143 1/4