HomeMy WebLinkAbout5692-2Ex. /G
>
< STA 19+ 44.14, BCR
m RT=64.94'
> TC=(949.33)
EX. R/W JOIN EX. C/G
777'
SEE DETAIL c
5
SL 11 15
.00
m
0 20 40 1
SCALE 1 " =20'
FUTURE IMPROVEMENTS
�IAPROP. SIGNAL
POLE LOCATION
PROP. SIGNAL
POLE LOCATION
- SAWCUT AND REMOVE
21 4' EXIST. PAVEMENT
_(M I N ' MIN N)_ REMOVE EXISTING CURB AND MIN,
GUTTER WHERE APPLICABLE.
GRIND 0.17' MIN
EXIST. PAVEMENT AND j i PROPOSED
OVERLAY 0.17' MIN. i CURB AND GUTTER
EXISTING PAVEMENT-' REMOVE REDWOOD
NEW PAVEMENT) HEADER WHERE
APPLICABLE.
GRIND AND OVERLAY
DETAIL "A"
NOT TO SCALE
NOTE: TOP OF 0.17' OF 6.5" AC FOR SLOT PATCH SHALL BE PLACED
AT THE SAME TIME AS OVERLAY PER CONSTRUCTION NOTE 14.
STA 19+37.51
LEGEND.
CONSTRUCT P.C.C. PAVEMENT
CONSTRUCT A.C. PAVEMENT
GRIND AND OVERLAY
STA 19+44.14
RT=56.00'
EG=(949.22)
STA 19+44.14,'BCR -
RT=64.94'
TC=(949.3'3)
JOIN EX. C/G
PRO/P.�SIGNAL STA 19+44.14..
POLE LOCATION RT=70.47'
J %BW=(949.47)
STA 9+33.53
LT=40.20' 12
FS=949.24
STA 19+37.51
STA 9+24.20 15
TC=(951.42)
LT=0.74'
JOIN EX. CURB E:� CURB LT=41.87'
N\ TC=(951.15) SL 1.1
FS=949.211
JOIN EX. CURB
STA 19+37.51
STA 9+263
RT=17.61' STA 19+37.51
LT=39.04' ------
5 j j
LT=13.67'
FS=949.17
9,,4 8.9 f , STA 9+18.4.6 0
T LT=36.20'
X
LT 1 3.67'
....... . . ......... . ....
STA 9+01.74
pnl LT=24.33'
7 I BW=(948.83)
STA 19+ .06
STA 4,,9+54.06 STA 9+01.74, ECR G;
ILT=4.757
R'T=8.25'� . ........... .. LT=20.08
I'EG-WO.87)
E G = (9 56,.l TC=(948.76)
C.
c
c
JOIN EX.- C/G
2-
STA 9+01.74
B" DETAIL " I LT= 14.50' 9-1
SCALE 1" = 10, EG=(948.48)
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C11
55.88 9
35.009
91 * 28" 20"
35.91
C2
54.251
35.00"
88* 48" 45"
34.28
C3
7.86'
2.50"
180* 00' 00"
INFINITY
STA 9+03.59
RT=1 4.50'
EG=(948.70)
STA 9+03.59, BCR
I W L-4- L-WWI I two I
LIVE OAK AVE CONSTRUCTION NOTES: RT=19.95' • 2
TC=(948.85) 5
REMOVE EXISTING CURB AND GUTTER. JOIN EX. C/G
E
REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE . . .....
........... ............
. ..........
E L
SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL
)TURF IMPROVEMENTS s ` REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER 0
CLEARING AND GRUBBING.
-----------
---
CONSTRUC
T 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE
----------
PER CITY OF FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH STA 9+03.59 WM 9
NEW CURB RAMP. RT=24.47'
. .................... 14. .......... . 0)
CONSTRUCT 6" CURB OVER 12'" MIN 95% COMPACTED NATIVE PER BW=(948.93) 12
1 (40)
CITY OF FONTANA STANDARD PLAN NO. 1000. + -
STA 9+ .38
........ ...... CONSTRUCT 4" PCC SIDEWALK OVER 12" MIN 95% COMPACTED NATIVE RT=24.82
PER CITY OF FONTANA STANDARD PLAN NO. 1006. TC=949.42
CONSTRUCT- CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1003 STA §+_'i6.66_---,_,
(A tK
OVER 12" '
MIN COMPACTED NATIVE. RT=32.85
CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED FS=949.56 0
STA 9+19.48
NATIVE SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401.
RT=3%5.65
GRIND EXISTING PAVEMENT WITH 0.17AC MIN PER DETAIL "A".
"STA' 9+ 22.29
12
RT=38.44'
ADJUST EXISTING UTILITY TO, GRADE, (BY OTHERS). -FS=949.761
FUTURE IMPROVEMENTS . ......
STA 9+25.09 PROP. SIGNAL
REMOVE EXISTING STREET LIGHT AND POST, (BY OTHERS). RT=4124' "---.POLE LOCATION
SIGNAL FS=949.84
-EX. R/W,--,-
CONTRACTOR SHALL FURNISH, INSTALL, AND/OR REMOVE SCE
VOLE; LOCATIOWi____ M FACILITIES PER THE SCE APPROVED PLAN No. 1029933-2.01.
12 RESTORE EXISTING LANDSCAPE AND MODIFY IRRIGATION AS NEEDED. STA 20+54.00
RT=70.28'
PROP. SIGNAL
POLE LOCATION
01 1 '\-- EX. R/W
FUTU E IMPROVEMENTS
(13) PROTECT IN PLACE. •BW=( 50.27)
14 L
OVERLAY EXISTING PAVEMENT WITH 0.17' AC MIN PER DETAIL "A STA 20+54.00, ECR
RT=62.46' DETAIL D"
..........
1 F15 REMOVE EXISTING SIDEWALK. TC=(950.18) SCALE 1 10,
JOIN EX. C/G
REMOVE EXISTING AC PAVEMENT.
17 REMOVE EXISTING RAMP.
STA 19+42.14
RT=48-501
RT=48.50'
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS Know. whars below.
Call before you dig.
BEFORE YOU DIG
SHOULD CONSTRUCTION OF THE 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
STANDARDS IN EFFECT.
E
'e?,o SS10*
G G j
ac No. 75793 :0
V"
EXP. 6/30/20
&P CIVIL
3190 C Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
Prepared Under The Supervision Of
Date t 1/vIot
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
DA
JURUPA AVENUE
AND
AV
OAK E
SCALE:
As Noted
DESIGNED BY:
AO
DATE:
BENCH MARK: B.M. NO. 248 ELEVATION =951.68'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 248 BEING A
RAIL ROAD SPIKE SET IN POWER POLE FOR #363E, 75FT WEST OF LIVE OAK AVE
AND 35FT NORTH OF CENTERLINE JURUPA AVE.
REV.
CHECKED BY:
mc
APP VED
D A T, - //- /,Ar,-.
E.
DRAWING NO.:
5692
2
MIND GUAN. R.C.E. 75793
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
C4TY ENGINEER R.C.E. 51152
2