HomeMy WebLinkAbout3087-3CURVE DATA
0
R
Q
L
T
A
25.00'
90'00'00"
39.27'
25.00'
B
25.00'
82'31'50"
36.01'
21.94'
C
25.00'
92'34'42"
40.39
26.15'
D
370.00'
06"18'17"
40.71'
20.38'
E
330.00'
09' 13'46"
53.16'
26.64'
F
35.00'
92'47'08"
56.68'
36.74'
G
35.00'
92'47'03"
56.68'
36.74'
H
350.00'
11'10'58"
68.31'
34.27'
CENTERLINE INTERSECTION
DETAIL 'A'
FOR JOINING
TO EXIST. IMPROVEMENTS
NTS
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IN EFFECT.
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATTN: BEN ANDERSON
4901 BIRCH STREET
ST= "C"
NEWPORT BEACH, CA 92660
(949) 450-9911 - FAX (949) 450-9922
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DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATTN: BEN ANDERSON
4901 BIRCH STREET
ST= "C"
NEWPORT BEACH, CA 92660
(949) 450-9911 - FAX (949) 450-9922
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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
hi h may b incorporated herein as a result
Q Z-11-0�
DATE
M
W
EXISTING MEDIAN CURB
24+80.04 DEER DRIVE=
38+15.08 CHERRY AVEN
EXISTING R/W
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
10— CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
O2 -- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
3- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER
CITY STD. DWG. NO. 104, W=8'
O4 --CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
UNLESS NOTED OTHERWISE
)_ CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5'
66 — CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006
7� ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
O8 — INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
90— INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
10 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3089 LT
(TO BE INSTALLED BY TR. 16166 & TR. 16166-1)
11 SAW -CUT EXISTING A.C. TO A CLEAN STRAIGHT LINE
12 REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL, HERF-00
REMOVE
y XISYING CURB AND GUTTER (SEE DETAIL HEREON)
@__ SAW_CUrA1V17/7EM0VC EXIST 5/17EWALK
20 CONSTRUCT PCC CURB AND GUTTER 8" CF TO 6" CF PER
CITY STD. DWG. NO. 101
21 CONSTRUCT FULL DePTf( AC PAVEMENT 01/0/f - COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
ova Date: Approval C
Date: BENCHMARK rz•eParen o CITY OF FONTANA, CALIFORNIA
OFESS/
ALLARD ENGINEERING Q
�oN° `'' STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
FWE 43 - R.R. SPIKE IN E. P. BY 8253 Sierra Avenue to �� �o �-' Drawn By: Scale:
PP#1536663E S'LY SIDE OF BASELINE Fontana, California 92335 0 No. 36052 m DEA/WF TRACT NO. 16166-1 1 "= 40'
220'± ELY OF CHERRY AVE. (909) 356-1815 Fax (909) 356-1795 Exp 6/30/2004 Designed By: DEER DRIVE FROM -CHERRY AVE Date:
afCa-i` q , l Z- 0 2- sj Q- JF/S T O' WL'Y. F Y AVE APRIL 2002
q CIV1�-
Raymond J. Allard, A.C.E. 36052 Date lF F Checked B . - Dwg. No. 3
.� ELEVATION: 1313.04 (expires 6/30/2004) OF CAL\ DH Approved CITY ENGINEER R.C.E - 51152 30875
File: L•\DWG\13402\STREETS\16166\Sht-3.Dwg
E
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DRIVE
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
hi h may b incorporated herein as a result
Q Z-11-0�
DATE
M
W
EXISTING MEDIAN CURB
24+80.04 DEER DRIVE=
38+15.08 CHERRY AVEN
EXISTING R/W
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
10— CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
O2 -- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
3- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER
CITY STD. DWG. NO. 104, W=8'
O4 --CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
UNLESS NOTED OTHERWISE
)_ CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5'
66 — CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006
7� ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
O8 — INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
90— INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
10 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3089 LT
(TO BE INSTALLED BY TR. 16166 & TR. 16166-1)
11 SAW -CUT EXISTING A.C. TO A CLEAN STRAIGHT LINE
12 REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL, HERF-00
REMOVE
y XISYING CURB AND GUTTER (SEE DETAIL HEREON)
@__ SAW_CUrA1V17/7EM0VC EXIST 5/17EWALK
20 CONSTRUCT PCC CURB AND GUTTER 8" CF TO 6" CF PER
CITY STD. DWG. NO. 101
21 CONSTRUCT FULL DePTf( AC PAVEMENT 01/0/f - COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
ova Date: Approval C
Date: BENCHMARK rz•eParen o CITY OF FONTANA, CALIFORNIA
OFESS/
ALLARD ENGINEERING Q
�oN° `'' STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
FWE 43 - R.R. SPIKE IN E. P. BY 8253 Sierra Avenue to �� �o �-' Drawn By: Scale:
PP#1536663E S'LY SIDE OF BASELINE Fontana, California 92335 0 No. 36052 m DEA/WF TRACT NO. 16166-1 1 "= 40'
220'± ELY OF CHERRY AVE. (909) 356-1815 Fax (909) 356-1795 Exp 6/30/2004 Designed By: DEER DRIVE FROM -CHERRY AVE Date:
afCa-i` q , l Z- 0 2- sj Q- JF/S T O' WL'Y. F Y AVE APRIL 2002
q CIV1�-
Raymond J. Allard, A.C.E. 36052 Date lF F Checked B . - Dwg. No. 3
.� ELEVATION: 1313.04 (expires 6/30/2004) OF CAL\ DH Approved CITY ENGINEER R.C.E - 51152 30875
File: L•\DWG\13402\STREETS\16166\Sht-3.Dwg
E