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O BZ ING
RADIUS
LENGTH
TANGENT
A 1736'11"
105.00'
C
16.26'
B 1 215' 1221 "
�
U C
O
C N1736'11 "W
r]
77 --{
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D N17*36'11 "E
-
50.30'
-
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10+00 11+00 12+00 13+00 14+00 VEHT:1' = 4'
15+0
BASELINE AVENUE
SEE CITY � FONTAI�A
BLACI�TH®1� D IVE O,
DWS. NO. SM
.
SEE SHEET 3 SEE S ars
50 126'
25 25 60' 66'
5 20 20 5 R/W PIER 12' 48' 54' 12'
DWG NO. 3063
11
CC
II
II 0 50 49 43 47 46 45 4 43 o CURB & GUTTER PER
m II DWG. N0. 3063
CD
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11 II I �o0! W m
C) �� n
cd L.U.A. v
z
cz
to
0z
_ ___
16+91.00 ETR m , l I U or m I SIDEWALK PER
II z 6 PROPOSED I` � DWG. NO. 3063
II 1 * 1343.30 TC in 1 8 R/W - 1
II X42
L.O.S. �_
10+00.00 CL ROSEBAY PLACE= i 5
17+34.00 CL BLACKTHORN DRIVE i II 1428 I 3 N ao A C 3 �� II EXIST DBL 10'x8' RCB
1343.35 FS I " , , I PER DWG NO. 3050
12 -+ Noo•oo ov - - - - I
?93I 3 � °° A 2 8
------------------------------ ---
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PROPOSED w R/W13 1343.73 T 6 m^
oov
tu')
oU s � 6
I
m EXISTING 10" SEWER
a�
C1'I MEDIAN CURB PER
1 II I 35 36 37 33 39 40 1 m t2 W
I I) I I � DWG. NO. 3063
L.O.S. v)
L.U.A.
14+08.52
®/�EBY PLACE 1352.89 FS EXISTING 12n WATER
11 V o EXISTING 17 WATER
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No. 43876
EXP. 6/30/e7
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1 RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
hich may be incorporated herein as a result 4
' T -t—,
A
TRACT NO. 16403
CURVE/LINE DATA TABLE
O BZ ING
RADIUS
LENGTH
TANGENT
A 1736'11"
105.00'
32.26'
16.26'
B 1 215' 1221 "
40.00'
1 150.24'
1 126.07'
C N1736'11 "W
-
50.30'
-
D N17*36'11 "E
-
50.30'
-
NOTE
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
GRAP19C SCALE
0 20 40 80
( IN FEET )
1 INCH = 40 FT.
CONSTRUCTION NOTES
O1 — INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) ON 25 FT.
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
2O— CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
O3 --- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
5a— CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16'
6 CONSTRUCT 4" PCG SIDEWALK PER CITY STD. DWG. NO. 1015
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
"—"TQP-=StGN=::PE G�=IslO;=tJ9-
11 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
<'57� 'T 1-1�W /`v.57-
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENC Prepared By: pF ass CITY OF FONTAN , CALIFO NIA
SHOULD T MZNTS . ff �o '°F PREPARED FORMMENCEwnwi: ALLARD ENGINEERING rI'D p Hi �� c DD fir+AN
BENCHMARK N0. 361. � PJ �F Fti ST��EET I OVEi ET PL
TWO S OF THS: DATE OF APPROVAL YOUNG HORMS Civil Engineering - Land Surveying - Land Planning 0 � � DRAWN BY:
SCALE:
SHOWN ON AND CARRIED FORTH INA 8253 Sierra Avenue TRACT O. 164006 AS NOTED
10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE �' No. 43976 m AE
DIAL TWO WORKING DILIGENT " THE CITY EN(;rjEER MAY � Fontana, California 9x (9 w
` Rancho Cucamonga, Ca. X1730 NO. 1536697E AT THE SOUTHWEST CORNER OF * Exp. 6/30/05 * DESIGNED BY: �+ DATE:
BEFORE YOU DIG (909) 477-6715 (909) 356-1815 Fax (909) 356-1795 \P ®§ A Y LCE
DAYS BEF❑RE IEQ!IJIRE REVISIONS TO THE S TO BASELINE AVENUE AND SULTANA AVENUE. JUNE, 2003
Y G U DIG B G ATO CONFO .ARCE YAW Fax (909) 477-6725 AL,7, -1 C t V i L CHECKED B PRO BY: DRAWING NO.:
TOLL FREE 1-800-227-2600 COI ITIONS AF;'9 STAj�jI)AWSi IISI EffEC'j' David S. Hammer, A.C.E. 43976 Date FoF CALF DSH � 712,4105
'
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT , ft'FL�%/�/J t J 2ELEVATION: 13"M(expires 6/30/2005) CITY ENGINEER R.C.E. 51162 33 10
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