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STA 37+44.50 SURVEY MONUMENT SURVEY MONUMENT
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CITY OF FONTANA
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DELTA/BEARING
RADIUS LENGTH
TANGENT
1
N 00'16'01 " E
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50 51 52
STA 37+44.50 SURVEY MONUMENT SURVEY MONUMENT
TGT. N0. 3 PER MB 152/20-21 & PER PM 83/60
FD. 1" IP, NO TAG FLUSH PER PM 83/60
ELEV.=1039.68 �
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SURVEY MONUMENT
PER MB 152/20-21 &
PER PM 83/60
0237-251-43
" P OFIL HER
il
PROP ED S DRA N
15
CURVE/LINE TABLE
w
COUNT 0 „
,SAN B NR ARDINO (� W)
yam' 53+
CITY OF FONTANA
gnat
Q
DELTA/BEARING
RADIUS LENGTH
TANGENT
1
N 00'16'01 " E
- 1000.00'
-
2
N 45016'01" E
- 37.77'
-
3
N 44042'35" W
- 35.37'
-
4
N 45'16'01" E
- 38.02'
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SURVEY CONTROL DATA
TGT NO. NORTHING EASTING
BEARING
DISTANCE
3 7405.17 20604.80
N00'16'01 "E
990.13
8 1 9075.43 1 20612.60
N00'1559"E
970.11
1 10045.53 20617.11
WM
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o 55+00oo— 57 00 = � CONSTRUCTION NOTE S
1 CITY OF FONTANA q. 7 13 - 00 0
„ Q --- - --- - -- -- - - - - („� „ „ „ „ r , (0
- ---
SIGNAL H 4 CONSTRUCT 48" R.C.P. (1350D)
-------�--- — -� S�� yli Q 5 CONSTRUCT 42" R.C.P. (1350D)
-- - P to 7� CONSTRUCT 30" R.C.P. (2000D)
o -------- - --- --- -----
Or- — LATERAL "0" P FIL SHEET 9. 8 CONSTRUCT 24" R.C.P. (2000D)
LOo E AC CURB o 0
N , uio W
z CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS
d.z �z FUTURE I LET ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
+w +w = COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
L _ ') O 0255-011-01 C)
Q Q DEPARTMENT STANDARD PLAN 205
'a a , �� Q 15 CONSTRUCT STORM DRAIN INLET PER DETAIL B SHEET 8
9 UE9 Q
0 13 CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON SHT. NO. 9
a
PROP.
R/W
R,w
EX.
TV YV
44, I 30,
PROP. STORM DRAIN 59 51
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� P R 0 P 0 S E D =
1' MIN. SEWER
TYPICAL CROSS SECTION AT STA 55+00
SCALE: 1" = 10'
R/W
1A]
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED,
IN PART ON THE BASIS OF INFORMATION COMPILED
AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THESE DOCUMENTS AS A RESULT THEREOF.
Underaround Service Alert KING, SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT F 41 n 2151 COV NTION CENTER WAY INC.PLAN � PROFILE FOR REQUIRED IMPROVEMENTS NOT
ORE r CODE REQUIRES A DIG ALERT IDENTIFICATION4yJ'FR�F�S SUITE 100B COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE
IIIIIIII
NUMBER BE ISSUED BEFORE A PERMIT TO c,Q- �y= ONTARIO, CA 91764 STORM DRAIN IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE:
EXCAVATE WILL BE VALID No. 16434 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT ccP CITRUS AVENUE STORM DRAIN AS SHOWN
FOR YOUR DIG ALERT I.D. NUMBER CALL *Exp. 6/30/01 CITRUS AVENUE MANNER, THE CITY ENGINEER MAY DESIGNED BY STA. 50+00.00 TO STA. 60+00.00 DATE:
UNDERGROUND SERVICE ALERT gee-ot2D POE-ONWIW4S a2 s1J srq CIV��- o o�VUtz-z.6-o FROM R PA AVE. REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000
TOLL FREE 1-800-227-2600 - CAL ZOFTO SLOVER AVE' BRING THEM INTO CONFORMANCE WITH CHECKED BY RO BY: DATE: DRAWING NO.:
1� Added Bulkhead Note 13 12 00 LDKin 13%� CARL MAN, R.C.E. Na. 16434 DATE CONDITIONS AND STANDARDS I - 7
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-01 N EFFECT.
DEEM ACTING CITY ENGINEER R.C.E. No. 5 152 2032 9
LDK JOB #: 124-07
1112—SD