HomeMy WebLinkAbout4281-26ru 22+00
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20.5' � 20.5'
STA. 9+12.33 ECR r� STA. 9+13.66 BCR
EL=1199.00' TC � + I' I EL=1199.11' TC
EL=1198.33' FL" I � I I EL=1198.44' FL
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STA. 9+12.33 ' , '`. �I 7
EL=1198.80' FS
� I STA. 8+62t
MATCH EXISTING
II� I AC PAVEMENT
it
20.5' 16'
STA. 8+62t �
MATCH EXISTING
AC PAVEMENT
33' - 30' � �w'IE00
CHEXISTING
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COTTONWOOD AVENUE SCALE: 1"=20'
SEE SHEET 9
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BANANA AVENUE
SEE SHEEP 13
SCALE: 1 "=20'
LEGEND OF SYMBOLS:
PROPOSED ASPHALT CONCRETE
PROPOSED ASPHALT CONCRETE OVERLAY
PROPOSED VAIRABLE THICKNESS GRIND
PROPOSED CRUSHED AGGREGATE BASE
STREET IMPROVEMENT CONSTRUCTION NOTES:
O1 CONSTRUCT 8" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0. 1000.
O4 CONSTRUCT COMMERCIAL DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1001.
REVISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE.
7 CONSTRUCT 7" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 959' COMPACTED Q
NAl1VE SOIL
O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
10 CONSTRUCT 8' CROSS GUTTER PER CIN OF FONTANA SID. PLAN N0. 403.
12 CONSTRUCT WATER SERVICE AND CUSTOMER SERVICE PIPING BY FONTANA WATER COMPANY.
CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCAl10NS.
14 CONSTRUCT 10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE
PAVEMENT JOINTS.
22 CONSTRUCT 6' SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006.
23 CONSTRUCT 5' SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006. Q
LII 0
r2l] GRIND EXISTING ASPHALT CONCRETE TO VARIABLE DEPTH. GRINDING SHALL BE
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CURVE/LINE TABLE
P S # DELTA/BEARING RADIUS LENGTH TANGENT
HORZ: 1" = 40' 1 N00004'00"E -- 239.80' --
'VER T : i " = 4 2 N00'04'00"E -- 240.40' --
FM11HILL BOULEVARD
SEE SHEET 14
.22.0- . CONSTRUCTED AT REQUIRED DEPTH TO CONSTRUCT 2 MINIMUM ASPHALT CONCRETE I v v . i . _
OVERLAY AT CONSTANT SLOPE FROM MEDIAN FLOWLINE TO GUTTERLIP. SEE GRIND m 0
_ .. DETAIL, HEREON. I F= m w .
I - +I on 230-051-01 �° r
23 1 STA. 9+12. STA. 9+13. '''�
33 ECR � 66 BCR 1 MEDIAN CURB � w � � M J 4
EL=1206.73 TC 73' TC
EL=1206.06 FL I EL=1206. _ to :I
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EL -1206.06 FL EXIST. FS
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F
STA. 9+12.33 J �. �, ALMOND AVENUE �, .
EL=1205.47' FS I 1 STA. 8+68± 21 a o
1 1 � ,
8 (EL=1205.8 ± FS)
STA. 8+69.31 . MATCH EXISTING 8 2 ° 22 22
23 END CURB GUTTER ' . . • . AC PAVEMENT VARIES ter-. I R=4 CURB AND GUTTER
AND SIDEWALK. I VARIES 0.15 MIN. a a (TYP.)
. . 0.15 MIN. .4
... Q
7 - - - - - . - I STA. 8+68± 1 a
w
TA. 8+60± EL=1205.8'± TC NOTES: °. co N 4 a N
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18 18 EL=1205.8'± TCACB 1. CONTRACTOR SHALL GRIND EXISTING PAVEMENT AND ;:- :.. ° WL=1205.8 ± TC I I MATCH EXISTING ) CONSTRUCT LEVELING COURSES AS NEEDED TO CONSTRUCT `'�:'�:-' ~ • GRAPHIC SCALE
(EL=1205.8'± TCACB I ..,._:�.� ..`.:`J
MATCH EXISTING ) 30 30 A SMOOTH, CONTINOUSLY SLOPING OVERLAY. :"�;: �,-ti:.� o SIDEWALK 40 - 0 20 40 eo iso
R �W N - -
I I
pp 2. FOR GRINDS EXCEEDING 0.25' IN THICKNESS, CONTRACTOR �;•:'�•.=��� �:' 7
...
SHALL REMOVE EXISTING PAVEMENT AND SUBGRADE AND a
RECONSTRUCT. ' 4 STA. 00+00.00
CALABASH AVENUE .r:... -f•. W=DRIVEWAY WIDTH
» - - - (IN FEET)-
SEE SHEET 11 SCALE: 1 =20' GRIND DETAIL: DETAIL A: .
. N,GS
N.T.S. � SCALE: N.T.S. . - - __ .-.. �� . �.. �: , : - _� � � .: �. � : - 1 INCH . = 40 FEET
AS -BUILT REVISIONS , M� .,o CITY OF F CALIFORNIA
Underground Service Alert _ TKE ENGINEERING INC. SHOULD CONSTRUCTION OF THE,
ADDED 5' SIDEWALK t 0q .Io i REQUIRED IMPROVEMENTS NOT
SECTION 42i 6/4217 OF THE GOVERNMENT �� � 4446 CENTRAL AVENUE
�• R S'T`REETCOMMENCE WITHIN TWO YEARS OF. THE = STREET IMPROVEMENT PLANS
CODE REQUIRES A DIG ALERT IDENTIFlCATIONNUMBER BE ISSUED BEFORE A PERMIT TO RIVERSIDE, CA 92506 IMPROVEMENTS
ran �� z� DATE OF APPROVAL SHOWN HEREON DRAWN BY: FOOTHILL BOULEVARD '
AND CARRIED FORTH IN A DILIGENT SwL . AS SIROWN
EXCAVATE WILL BE VALID � Na69984 � (951) 680-0440 FOOTHILL BOULEVARD : ;
FOR YOUR DIG ALERT I.D. NUMBER CALL m,,9-� ERING FAX (951) 680-0490 MANNER, THE CITY ENGINEER. MAY Br. ALMOND A NUE PLAN/PROFILE DAZE
`� EAST AVENUE TO CHERRY AVENUE REQUIRE REVISIONS TO THE PLANS -TO TUB EET PAVING DETAILS � 2007
UNDERGROUND SERVICE ALERT 9� o��� `� ' /�. �����1 BRING THEM INTO CONFORMANCE WITH MKIM er.
TOLL FREE 1-800-227-2600 °�- TER Y M. ENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. //2� O� DAM DRAwIIG NO.: 727
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCR1P110N DATE ENGR. aTY DATE E IRES:9-30-08 T� 4281
ENGINEER R.C.E. No. 51152
TKE JOB AP 101-1R
1