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Typ
LtWCURVE
TABLE
CURVE DELTA RADIUS
I -A\
LENGTH TANGENT
25
SEWER
CONSTRUCTION NOTES CAMELBACK LANE
105'51'40" 60. 00'
82'O 1 '1 6 J0. 00,
1 10. 86' 79.42'
42.95' .26.09'
4 5 6 7 8 9
SISLMLNI
10 I I 12
1k
1 O' 1 6'34 107. 00'
19.19, 9. 62'
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- 957. COMPACTED NATIVE MATERIAL
6* 1 J'51 98zoo,
107.J4' 5J. 72'
7.��2 0
T
CONSTRUCT 6 CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 100J.
4'08'1 1 1027. 00'
8*26'lJ" 107.00'
74.14' J7.09'
15.76' 7.89,
1 5' 6
6'
CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. W 6'
1 072J'02 1007. 00'
182.50' 91.50'
sz
c.:7 :0 S TA RFIRE L A
NE
'1
RECORD DRAWING "I 39 No,. 3%3
82'O 1 6 50. 00'
71.58' 4J. 48'
0� 7
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104.
"W"
(D 7*55'5J" 1 1 7J. 00'
162.37' 8 1. 32'
* Log .0
THESE, RECORD DRAWINGS HAVE BEEN PREPARED, IN
IN
�0
= 8' UNLESS SHOWN OTHERWISE ON PLAN.
92'1 7'1 1 " 25. 00'
40.27' .26.02'
PART, ON THE BASIS OF INFORMATION COMPILED AND 11, BYL FURNISHED OTHERS. THE ENGINEER
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
92* 1 7'1 1 " 25. 00'
40.27'
WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH BENCH MARK'* No. 615
BASIS OF BEARINGS'
C,
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
1 1'45J8" 1 1 7J. 00'
-,26.02'
240.77' 1,20.81'
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF. RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
THE BEARING OF NOl1W ALONG THE
CENTERLINE OF CITRUS AVE., AS SHOWN
CA SE "B
"W" PER PLAN.
7*42'1 1 1 19J. 00'
160.39' 80.32'
ON MAP OF TR. 15908, FILED IN BOOK
4/06o AVE., IN POWER POLE NO. 901 1E 271, PAGES J4 THROUGH J9, INCLUSIVE,
CATCH BASIN DE TAIL
CONSTRUCT LOCAL DEPRESSION PER A. P. W.A. STD. PLAN J 1J- 1, CASE A &
14'48'lJ" 25. 00'
6.46' J.25'
ON THE EAST SIDE OF CITRUS
AVE. OF MAPS, RECORDS OF SAN BERNARDINO
SCALE., I' = 10'
W= 1 0 V=4.86'
25. 00'
6. 1J' J. 08'
ELE V477ON: 1467.59
COUNTY.
1
CASE B.
I14'02'JJ"
I
(�)_CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
NO. J00-2, W=PER PLAN.
D REV
REWSION DESCRIP77ON
7Y DATE
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
re ore n er e u CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OF
MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS
I ALL STREET NAME SIGN PER CITY STD. NO. 1J9.
NST
INSTALL STREET LIGHT 5,800 LUMEN PER C17Y STD. PLAN NO. 1016 (SCE 17).
C=
A&%-tv%^A&%%%VWWWVA
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A Lu No. 62183 r,
DRA WN
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
BY. SCALE.
DJ TRACT NOS. 16541-1 & 16541-2 AS SHOWN
CAMELUCK LANE &
L
DIA TWO WORKING
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 9-30-05
PHONE (909) 948-1311 DESIGNED B K DA TE.
STAIMAIR� LANE
ADUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
BEFORE
SCL SEPT 200J
YOU DIG YOU DIG
REVISIONS TO THE PLANS TO BRING THEM INTO C/v
UFFCA
e,4,14__L Date CHECKED
B K APPRO B Y: DRA WING N
00-227-2600 RA WIAIg
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT [7/ �?ECO
IPONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
RICE 62 03 EXP. 9-30-05
354 6
1
I
Cl Tt' ENGINEER R. C. E. 51152 DAT11E 4:
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J:\826-1182\streets\stO5.dwg, 02/12/2004 10:10:25 AM, DJ