HomeMy WebLinkAbout3275-6PENNY LANE
SEE SHEET 3
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14+86.6G BCR 5$
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• 99 100 11 00
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BEFORE ��"� DAYS BEFORE
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o TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL I --
REV.
TRACT NO.
16258-1
CURVE DATA
10`
RADIUS
a.
TANGENT
A 90'00'00"
25.00'
39.27'
25.00'
B 36'52'12"
62.00'
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II
C 253'44'23"
38.00'
168.29'
50.67'
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96
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PROPOSED R/W Iii
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CONSTRUCTION NOTES
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OJ CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
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— — — — — — —
2
—
— — — — ---
--- —
/
CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
(4 ) --CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6'
(5
CONSTRUCT PCC GROSS GUTTER AND SPANDREL PER CITY STD. DWG.
NO. 104, W=8'
5 '... f .i
PENNY LANE
SEE SHEET 3
• •
•
14+86.6G BCR 5$
•
• •
..
• 99 100 11 00
Ld
000 3
1
D
fl
01
0
0 M VM0
CN
DIAL
TWD WORKING
BEFORE ��"� DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL I --
REV.
TRACT NO.
16258-1
CURVE DATA
RADIUS
LENGTH
TANGENT
A 90'00'00"
25.00'
39.27'
25.00'
B 36'52'12"
62.00'
39.90'
20.67'
C 253'44'23"
38.00'
168.29'
50.67'
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
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W
126
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ul
10
c�
_4101
14+85.60 ECR 102 103 I
1392.41 7C4
1 124 � 123
15+26.67 ABIGAIL PLACE=
15+29.60 PENNY LANE
1391.70 FS
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
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD CONSTRUCTION OF REQUIRED BENCHMARK
IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
SHOWN HEREON AND CARRIED FORTH IN A#1536697E AT SOUTH WEST CORNER OF
DILIGENT, MANNER, THE CITY ENGINEER MAY 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA, CA 91730
REQUIRE REVISIONS TO THE PLANS TO TEL (909) 477-6715
BRING THEM INTO CONFORMANCE WITH FAX (909) 477-6725
-tt// CONDITIONS AND STANDARDS IN EFFECT ELEVATION: 1365.01
IJ G— ,4)0� N
' /09 /11/e
( IN FEET )
1 inch = 40 ft.
121 I 120 I 119 I 1181 I 117 I 116 1115 ..I I I ,,. Al- 113I_ '\r
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Prepared By: QR�EESS i N CITY OF FONTANA, CALIFORNIA
ALLAAD ENGIiVEEFIING
�OP S RANCHO FONTANA SPECIFIC PLAN
Civil Engineering - Land Surveying - Land Planning DRAWN BY:
8253 Sierra Avenue Z TRACT 162581 SCALE:
Fontana, California 92335 w No. 43976 AE STREET IMPR VEMENT PLAN 1"-40'
(909) 356-1815 Fax (909) 356-1795 * Exp. 6/30/05 ;V DESIGNED BY: DATE.
MI ABIG CE MAY, 2003
03 P A RO D BY:
David S. Hammer, A.C.E. 43976 Date �9TF OC I V 11- O¢�\ CHECKED B DRAWING NO.: 6
(expires 6/30/2005) F CA L DSH f
�66
CITY ENGINEER R.C.E. 51152 3275 8
Filename. M:\DWG\15904\STREET\TRACT 16258-1 \ 16258-1—STO6.DWG
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CONSTRUCTION NOTES
N •--
1 D
OJ CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
SEE GENERAL NOTE 31 & 32
2
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
(9 --CONSTRUCT
CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
(4 ) --CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6'
(5
CONSTRUCT PCC GROSS GUTTER AND SPANDREL PER CITY STD. DWG.
NO. 104, W=8'
6
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG.
N0. 109
7
CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHEET 7 OF 8 (WIDTH AS SHOWN ON
PLAN)
(8 ) --CONSTRUCT
LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1,
AS SHOWN ON SHT. 7
OF 8 (CASE AS SHOWN
ON PLAN)
tINSTALL
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16',
UNLESS
NOTED OTHERWISE
5800 LUMEN HPSV (70 WATT. #7) LUMINAIRES PER CITY
DWG. NO. 1016
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
Ili
Prepared By: QR�EESS i N CITY OF FONTANA, CALIFORNIA
ALLAAD ENGIiVEEFIING
�OP S RANCHO FONTANA SPECIFIC PLAN
Civil Engineering - Land Surveying - Land Planning DRAWN BY:
8253 Sierra Avenue Z TRACT 162581 SCALE:
Fontana, California 92335 w No. 43976 AE STREET IMPR VEMENT PLAN 1"-40'
(909) 356-1815 Fax (909) 356-1795 * Exp. 6/30/05 ;V DESIGNED BY: DATE.
MI ABIG CE MAY, 2003
03 P A RO D BY:
David S. Hammer, A.C.E. 43976 Date �9TF OC I V 11- O¢�\ CHECKED B DRAWING NO.: 6
(expires 6/30/2005) F CA L DSH f
�66
CITY ENGINEER R.C.E. 51152 3275 8
Filename. M:\DWG\15904\STREET\TRACT 16258-1 \ 16258-1—STO6.DWG