SHEET 2 OF 9
TRACT NO. 20153
IN THE CITY OF FONTANA
BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF SECTION 19, T.1N., R.5W., S.B.M.
IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA.
ALLARD ENGINEERING SEPTEMBER, 2017
DUNCAN CANYON ROAD
- N. LINE. SEC. 79
-N89'33'07"E 2659.09' (2659.11')
1329.54' (1329.55') 1329.55' (1359.56')
- SFN
N 1/4 COk
DIPWRRASS CAR N.E. COR., SEC. 19
R.C.E. 21759, PER RS 35/9, ND. REF. FLUSH L.S. 5977,
FLUSH
1"= 300'
SURVEYOR'S NOTES
W. LINE, NE1/4, SEC. 19 _1323.51 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SEIRRA AVENUE, PER PARCEL MAP NO. 19431, P.M.B. 242/97-98, BEING: N00 33'32 W.
• DENOTES FOUND MONUMENT AS NOTED.
DENOTES SET 1" I.P., L.S. 5820, FLUSH, UNLESS
OTHERWISE NOTED.
1" I.P., L.S. 5820 TO BE SET AT ALL REAR INTERIOR
CN 1/16 COR. AND
AND TAG, L.S. 5820 SEN SIDE OF MES
NO 2.. S. 5977 NAIL
AT THE PROLONGATION OF ALL SIDE LOT LINES AND IN
2647.02' (2646.99') 2656.27 13654.81 (2654.82) TOP OF WALL, ON ALL PERIMETER LOTS. 1130813 1328.14'
NE 1/4, SEC. 19
BE
AFFIXED IN CACIE S/UNE. WOUL METAL AT THE
MAH FUNE
MONUMENTATION, DESTROYED BY CONSTRUCTION OF THIS
SUBDIMISION BE RESET IN IT'S FOUND POSITION, IN
LIKE KIND, TAGGED L.S. 5820.
- N. LINE, S1/2, SW1/4, DENOTES RECORD PER R.S. 35/9.
NE1/4, SEC. 19
[ ] DENOTES RECORD PER TRACT 17165, M.B. 340/46-50.
N89'40'42'E 1327.43'
(R) DENOTES RADIAL BEARING.
NOO'40'53" W 5311.73 (5311.79)
3 LOT 1
549.85' , PER RS 35/9,
5310.63°
C.E. 1/16 COR.
' I.P.,W/CONC. Nacl 5309.53' (5309.64')
.C.E. 21759 PE
S.F.N AVENUE
CASA GRANDE 35/9, DN. 0.3
8935'07 132701'
M.W.D. N894314 E 8 2653.45 (2653.45). M.W.D. R/W
- 7326.73 (1326.73) 7326.72 (1326.72)
ACCE
C 1/4 COR. 1/4 CUR
FD. 2" I.P., W/BRASS CAP, WIDE ESMT IN FAVOR OF-
R.C.E. 21759, PER TR. 17165, MUNICIPAL RIAL YAR DISTRICT M.B. 340/46-50 & RS 35/9.
FLUSH
17165 50 SHEET 7 SHEET AVENUE
LOT 2 LOT 3 LOT 4
340/46- / 1332.35' [1332.43]
N89'40'00"E 1326.01'
SHI - WASHER, IS E 37
TRACT NO. ROAD NO REF., DN. 0.3'
FD. 1" I.P., L.S. 5820, 334.93
M.B. PER TR 17165, M.B.
340/46-51. DN. 0.2 NO REF., L (2654.82')
12.65 1320.04
60' WIDE ROAD ESMT IN FAVOR→ N893647'E /1 2651.29
PU. BUAl SPIKE
ROAD ESMT IN FAVOR OF BOND OF TIANA TER OCT NASHER, L.S.
ЧЕ CITY OF FONTAN, DOC. NO. 200-07240 PER R/W 2009-087224 O.R. 2654.72' WASHER, ON. 0.37 PER DOC.
2009-087224 O.R. PE, DNS.4 ROAD ESMT IN FAVOR OF THE
N8936'47'E 2650.58 1325292 CDC N- 2074-027R2 3 R
709.55 -S 1/16 COR. 19|20
CS 1/16 COR. N89 30 24 c 1390.09
S.F.N. NOO 01'01"W 12.00' - ROAD ESMT IN FAVOR OF THE PER IM19451, F.20, LOT 5 NO. 2017-0278720 0.R. 242/97-98, DN. 0.2'
- S. LINE, PAR. 1 OF FINAL ORDER OF
CONDEMNATION IN FAVOR OF
CYPRESSO.0 1206485) JOC. NO. 2017- 0278720 0.R, REC MONTEL SE 1/4,i SEC. 19 LOT 8
16695 LOT 7 SHEET 9 SIERRA
1332.36* (1332.220 LOT 6
M.B: 310/21-28 SHEET 6 1297.30 1 327.36'
TRACT NO.
VENETO DRIVE
S 1/4 COR LOT 9
LOT 11 LOT 10
ID. RE, FLUSH,
SE. 5020, LUSH
1323.86'
262459 262 893049E 5272.37 (5272.18) 2647.72' 2647.67) AVENUE
SUMMIT SEN -
S.E. COR., SEC. 19
- S.W. COR., SEC. 19 6' WIDE R/W IN FAVOR OF TH FD. 2" BRASS CAP, - S. LINE. SEC. 19 • P.L.S
-D. S&W, L.S. 7635, PER CITY OF FOR STREET
• PER P.M.
R 17165 MA
2002-029442 O.R., 9431, , P.M.B
340/46-50, FLUSH REC'D JUNE 11, 2002. 242/97-98, FLUSH
300' 150" 300' 600'
SCALE: 1"= 300'