HomeMy WebLinkAbout5484-3E-molug
N+ - -- - - ------
A
LLI -
A 04 00:
0.
0.30%
0.30% -
STA_ 24+77.33
TC` FI FV -1953-71
11507 . ..... VC I--
PVI -1953.28
STA -25+50.00
FP' FTI FV = - 1 q_rV% AR
S 24+80.94 BVIC
El ELEV
_4
24+00 25+00 26+00
AAn' TAPER ft '17.1
CURVE TABLE
LENGTH
RADIUS
DELTA
TANGENT
C1
100.22'
50.00'
1140 50' 35"
78.25'
C2
1 46.33*
1 50.00'
1053* 05' 06"
1 24.98'
--------
in
a)
c6
STA 11 +34.71 - ECR
4-,
(n
LO nr-_10
0
0
0
0-
_TC_ELEV...=.:1963.21__,
a. V) W - - -
W
10
Le
CD
Co.
5?
+
1 W >
00 Ld
cn Uj 2-48
Ln
I +
-
> +
> 0
1968
STA -26+30.94- EVC
+>
0 C4
00
04
W
m- j
a. -
F! ELE V, 1955.39
N
LLI JL .
<
AVEO
<
. . .... ....
V)
a.
Lj 2.82%
_4
-"RIVERSIDE
STA 10+36.61.BCR;_'_i-f_
PFZ(IP
'FP
2. 82%
1
i
TC ELEV 1966.27
-4--
L -
L
-TC ELEV 1963.4
TL
SHEET
MATCH: -TO -4
2-82%
STA 2 S"A
VT1
29+01.04--4
A
EP
ELEV 196181
� ELEV- --lar
,1963 34
4
... . ...... ..............
00.00
STA 27+00.00 TC ELEV:= - 1963.0
34
26+00.00 HORIZ. SCALE 1-=40-
--411.72 RT
FIR Fl EV 195
FP -
ELEV 1954 60
VERT. SCALE 1"=8'
_4 4 ----- -
27+00 28+001 29+00 30+00 31+00
STA 30+00.04 LT 41.5'
STA 30+06.56 LT 44'
BEGIN AC CURB
APN 0239093040000 DETAIL "Do JOIN - EX PAVEMENT EX. RW
RW� STA 30+21.33 LT 44'
3
TYP.
% STA 30+41.56 LT 44'
3 WV 4 a -
Q_ CURB
-FIL-A
JAI
AD WWIF% "^ I r%V&I I
10000
APN 02390950 STA 31+15.84 RT 25.64'
C -i PROP. R 1,4
/W 5
LO STA 11+34.71
C14 RT 119.089 APN 0239094400000
ECR EX. RW
RIVERSIDE AVE
12 SEE SHEET 4
LEGEND:
17 89 12.5' 12'
TRANSITION TRANSITION PROPOSED GRIND AND OVERLAY
9 _EX. --. R -W
&W W ,
CONSTRUCT A.0 PAVEMENT
CONSTRUCT A.0 TEMPORARY LANDING
0
00000c
OVER 12' MIN OF 95% COMPACTED NATIVE. Lr) c6 100000
00000O c
PROTECT IN PLACE. nnnnn
INSTALL 2"X4* DOUGLAS FIR HEADERS AT EDGE OF PAVEMENT PER DETAIL LINE TABLE
wAm SEE SHEET 2.
OADJUST UTILITY TO GRADE. 10
LT 44'
STA 29+39.83
# LENGTH DIRECTION North
OCONSTRUCT 8* AC DIKE PER CITY OF FONTANA STD 1007 OVER 12" MIN 11 REMOVE EXISTING PAVEMENT. Ll 73.43' S530 46, 29"E 5 END AC DIKE
O COMPACTED NATIVE.
12 REMOVE EXISTING ROCKS. STA 29+17.83 STAB 29+29.33 0 40 80
w�I O GRIND 0.1' MIN. OF EXISTING AC ZENT AND OVERLAY 0.1' MIN. OF AC 5 LT 43' LT 44'SCALE 1"=40'
PAVEMENT PER DETASEE SHEET 1
7t- , 6 1 1
L _j
CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS
STA 28+91- - _�jCENTER OF DOMES
STA 28+74.83 .83 8 STA 29+02.33 APPROVED BY:
LT 44' LT 43'
BEGIN AC DIKE DETAIL "D"
NOT TO SCALE ��%7
REVISION . DESCRIPTION DATE ENGR. CITY DATE Prepared I ed Under The Supervision Of ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE
UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED OFESS/0 KOA CoRpomnoN CITY OF FONTANA, CALIFORNIA
IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO G G PLANNING & ENGINEERING STREET IMPROVEMENT PLAN
DIAL BEFORE 0 3190 C. Shelby Street
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE:
YOU DIG! 0 AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 Ontario, California 91764 SIERRA AVENUE As Noted
DRAWN BY:
(909) 890-9693 Fax: (909) 890-9694
DESIGNED BY -
F
AND
DESIGNED BY: DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
CALL AT LEAST BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 �IVP?S)DE AVENUE
AVC
TWO WORKING DAYS Know what's below. PLANS TO BRING THEM INTO CONFORMANCE WITH 4 DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN CHECKED BY: A DRAWING NO.:
I c OF A 4 4/
BEFORE YOU DIG Call before you dig. A SCE TOWER, 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. //-ZIII,- � � � �0�- 1 3
STANDARDS IN EFFECT. CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 DATE: DATE: 02"f 5484 7
R.C.E_.
MILES SOUTHEAST OF SIERRA AVENUE. MIN GUAN. R.C.E. F60NTTANCITYNI 51152
.0