HomeMy WebLinkAbout2807-4Cj
I DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
7009'10"
322.50
40.26
20.16
180000 100.1 2.00 6.2B
149039'24"
2.00
5.22
7.38
30020'36"
75.00
39.72
20.34
8
90000,00"
35.00
54.98
35.00
N 06"08'23"E
40.25
N 05"04'31"E
26.79
71
to
k9 0
r Lo
co
co
co
lbq
TRACT NO. 1'5qO8 BENCH MARK: # 615 BASIS OF BEARINGS:
QQ&MLED AM RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89030'06"E ALONG
TM
PART, ON THE SAM OF W*�ORIIIM CITRUS AVENUE OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T. IN..
PURNISHMsy arwm AVE., IN POWER POLE NO. 90iiE R.5W., S.B.M. PER R.S. 58/5, WAS
REVONSWE FM #XY OWON DWG-- NO- ,,2772 ON THE EAST SIDE OF CITRUS AVE.
HAVE 9M 00ORPOWED KMIM 90CLUISM AD USED AS THE BASIS OF BEARINGS FOR
A ELEVATION: 1467.59 THIS PLAN. 826-1163
JALE-RT REV. I .
A- REVISION - DESCRIPTION DATE ENGR. Cl7n DATE Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA
1#1101M IMMVfMEN F10M SrA +?.4,4.11/03 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT FESSIT PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES. INC. STREET IMPROVEMENT PLAN
V%" VVw COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL OF THE INLAND EMPIRE DRAWN BY: SCALE:
96T, _N6T_EF =W.., SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, TRACT MAP NO. 15qO8
cr o. 14814 10601 CHURCH STREET, STE. 107 AS SHOWN
DIAL 0 WORKING THE CITY,ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO —31-01 RANCHO CUCAMONGA, CA. 91730 CITRUS 4VENUE
B FORE AYS BEFORE * Exp: 3 PHONE (909) 948-1311 DESIGNED BY: DATE:
YOU DIG Pq BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 44+ 5��O��T . 5G+00)
YOU DIG 41 I/AF STANDARDS IN EFFECT. clv-,\- Q, z JULY 2000
UNDERGROUND SERVICE ALERT ACTING CJTNNGINEER R.C.E. 51152 EXP. 9-30-01
` *P40* CITRUS AVE P&P SHT 4 - 21[O.231]PF: 1154 7204 19 -Dec -00 05: 02 PN / 826-1154-1
Dwn nuTF'