HomeMy WebLinkAbout4622-20' 40' 80' 120'
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-SEE SHEET 3 0- w
STREET IMPROVEMENT ON STREET IMPROVEMENT ON
'CITRUS AVE NOT PER CITRUS AVE MEDIAN NOT PER
APPROVAL PLAN DR. No. 4272 APPROVAL PLAN DR. No. 4160
PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE
AND MERRILL AVENUE
BENCH MARK NO. 8 (9/67) ELEV. 1213.20
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CERES AVENUE
SCALE: 1 "=40'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
1^�
� �a I 201 RT I I I I I
O I 639
o' I
SECTION STA 9+32.61
SHOULD CONSTRUCTION OF THE REQUIRED \1 FESS�o
IMPROVEMENTS NOT COMMENCE WITHIN TWO v 9- M - �F
0 �o ti
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
wwrn
AND CARRIED FORTH IN A DILIGENT MANNER, THE = No. C 66015o
CITY ENGINEER MAY REQUIRE REVISIONS TO THE # EXP. 6/30/10
PLANS TO BRING THEM INTO CONFORMANCE WITH 9� C I V x \
CTAKIF)ADF1C INI CCCC(-`T �0 CA\ -\,O
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PROFILE C .
�' S ALS
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VERT. 4t
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DATA
it sal
�
DELTA OR RADIUS LENGTH TANGENT
BEARING
0
N 00'07'5.8" 171.00'
TANGENT
�1
t
CONSTRUCT 6" CURB AND .GUTTER PER STD. 1000
----
90.71'
- ___- -_
O5
N '89"52'02" E
0
100.91'
w
❑3
90"00'00"
25.00'
39.27'
25.00'
®
N 00007'58" W
11
36.00'
.0
16" 15 37'
112.00'
31.78'
16.00'
N 16007'39" E
50.00'
- -
7❑
In
MIN
140.95'
----
®
N 16°23'35" W
50.00'
o
1
ME
SECTION STA 9+32.61
SHOULD CONSTRUCTION OF THE REQUIRED \1 FESS�o
IMPROVEMENTS NOT COMMENCE WITHIN TWO v 9- M - �F
0 �o ti
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
wwrn
AND CARRIED FORTH IN A DILIGENT MANNER, THE = No. C 66015o
CITY ENGINEER MAY REQUIRE REVISIONS TO THE # EXP. 6/30/10
PLANS TO BRING THEM INTO CONFORMANCE WITH 9� C I V x \
CTAKIF)ADF1C INI CCCC(-`T �0 CA\ -\,O
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PROFILE C .
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VERT. 4t
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( 1
DATA
NO.
1WCENTERLINE
DELTA OR RADIUS LENGTH TANGENT
BEARING
0
N 00'07'5.8" 171.00'
CURB DATA
No.
DELTA OR
BEARING
RARiUS
LENGTH
TANGENT
�1
N 89'52'02" E
CONSTRUCT 6" CURB AND .GUTTER PER STD. 1000
----
90.71'
- ___- -_
O5
N '89"52'02" E
O6
100.91'
O7
❑3
90"00'00"
25.00'
39.27'
25.00'
®
N 00007'58" W
11
36.00'
.0
16" 15 37'
112.00'
31.78'
16.00'
N 16007'39" E
50.00'
- -
7❑
212"31' 13"
38.00'
140.95'
----
®
N 16°23'35" W
50.00'
CONSTRUCTION NOTES
O
O1
SAW CUT EXISTING AC PAVEMENT
O
REMOVE EXISTING AC PAVEMENT
O3
CONSTRUCT 6" CURB AND .GUTTER PER STD. 1000
O4
CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002 (SEE DRIVEWAY CHART FOR WIDTH)
O5
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. 1003
O6
CONSTRUCT SIDEWALK PER STD. 1006 (S=5')
O7
CONSTRUCT CONCRETE SCUPPER PER DETAILS ON SHEET 2
O8
INSTALL STREET NAME SIGN WITH STOP SIGN PER STD. 4003
�9
PLACE 4" AC MIN. PAVEMENT OVER 12" MIN. COMPACTED NATIVE (95% COMPACTED)
10
CONSTRUCT CROSS GUTTER PER STD. 403 (WIDTH = 8')
11
GRIND 1" EXISTING AC PAVEMENT TO CENTERLINE AND OVERLAY
f
DRAWN BY:
Q o o O o e �r lair.\Il R.D.M.
CIVIL ENGINEERING DIVISION DESIGNED BY:
.�%W 1947 E. STREET, SAN BERNARDINO, CA. 92405 R.D.M.
�� TEL: (909)881-6542 • FAX- (M) 881.6400 CHECKED BY:
TOR M. MORENO R.C.E.
0. C 66015 EXP. 06/30/10 DATE: �1 H. M.
CITY OF F0 NTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
PLANS AND PROFILES SCALE:
AS SHOWN
CITRUS AVE TO f STA 6+55.28 WEST OF DATE:
CITRUS AVE 7/28/08
APPROVEJD,BY: � D p/�00 DRAWING NO.
CITY ENGINEER R.C.E. 51152 DATE: 4622 :