HomeMy WebLinkAbout2997-2495
[sit
SCALE: 1'=40'
CURVE DATA
NO.
A
R
L
T
12A
29"06'07.391
627.00'
318.47'
162.75'
12B
16" 35' 16.98"
713.00'
206. 43'
103. 94'
12C
177° 50' 50.88"
7.00'
21 . 73'
372.61 '
No
26° 27' 13.01 ,
727.00'
335.66'
170.88'
12E
29° 10' 27.81 "
m
37.68'
OMEN
MON
1
No
74.00'
32.07'
ONE
SE
0
12G
19° 16' 36.40'
74.00'
ME
No
ON
12.57'
12H
23° 43' 52.65'
m
M
li
121
14"04'48.060
733.00'
180.13'
MENEM
MENEM
64"47'30.00"
720.00'
814.20'
456.85'
12K
05053'32.008
666.00'
68.49'
34.28'
12L
06053'36.001,
257.00'
30.92'
15.48'
12M
11054'46.000
257.00'
53.44'
26.81 '
MEMO
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95
[sit
SCALE: 1'=40'
CURVE DATA
NO.
A
R
L
T
12A
29"06'07.391
627.00'
318.47'
162.75'
12B
16" 35' 16.98"
713.00'
206. 43'
103. 94'
12C
177° 50' 50.88"
7.00'
21 . 73'
372.61 '
12D
26° 27' 13.01 ,
727.00'
335.66'
170.88'
12E
29° 10' 27.81 "
74.00'
37.68'
19. 26'
12F
24049'50.701
74.00'
32.07'
16.29'
12G
19° 16' 36.40'
74.00'
24.90'
12.57'
12H
23° 43' 52.65'
74.00'
30. 65'
15.55'
121
14"04'48.060
733.00'
180.13'
90. 52'
12J
64"47'30.00"
720.00'
814.20'
456.85'
12K
05053'32.008
666.00'
68.49'
34.28'
12L
06053'36.001,
257.00'
30.92'
15.48'
12M
11054'46.000
257.00'
53.44'
26.81 '
97
o
D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
�T:l
HIGHLAND
REV. REVISION DESCRIPTION
DATE
ENGR. CI ;Y
DATE
1 97+42 TO 104+85 REV EOP LOCATION
9/19/3
•d
97 ze: caea L4PAwzmG
-64
1
iDTi
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.
y!iF�n
oQWESsJpll
No, C042666 T
d EXP. 03-31-04
J�glF C 1 V
Fc
Boa
PLANS PREPARED BY:
W WILLDAN
CONSTRUCTION NOTES
g2PROTECT IN PLACE.
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
O3 CONSTRUCT 6 %INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
AGGREGATE BASE MATERIAL.
3� COLD MILL 0. 1' OF EXISTING A. C. PAVEMENT AND OVERLAY 0. 1' OF A. C. PAVEMENT.
O4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
STD. PLAN N0. 1003.
4� CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN N0. 1003.
O5 CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY Of FONTANA
STD. PLAN N0. 1015.
O6 CONSTRUCT GRADED SWALE PER TYPICAL SECTIONS SHEETS 4-6.
6A CONSTRUCT LOCAL DEPRESSION (H=A") AT CATCH BASIN PER
APWA STD. PLAN N0. 313-I.
4H CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER
PER CITY OF FONTANA STD. PLAN NO 1003.
O8 CONSTRUCT BUS BAY PER PLAN.
10 ADJUST MANHOLE FRAME AND COVER TO GRADE.
9 ADJUST MANHOLE FRAME AND COVER TO GRADE BY OTHERS.
15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS.
17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 7.
CROSS-REFERENCE NOTES=
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497
(562) 908-6200
UNDER T SUPE ISION OF:
el •-- 04/14/03
KENNETH J. RUKAVINA R.C.E. 42866 DATE
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL
SECTION, AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12.
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE
EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE.
BEGINNING AT END OF MEDIAN (STATION 100+79.24)
AND CONTINUING EAST ON SOUTH HIGHLAND AVENUE.
3. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7.
DRAWN BY:
DB/BM
DESIGNED BY:
NJ/SB/
CHECKED BY:
CZ
CITY OF FONTANA
STREET IMPROVEMENTS
SOUTH HIGHLAND AVENUE
06M 178' EAOT OF SIERRA AVE. TO
1047' EAT OF SIERRA AVE.
R.C.E 5115
DATE:
SCALE:
I"=40'
DATE:
04-t4-03
DRAWING NO.: LI
2997 3