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HDRIZ: 1"
VERT:
= 30'
42
TLT
7-
=
0+00
1+50
3+00
4+50
6+00
no7th
SCALE1 1'=30'
CONSTRUCTK)N
NOTES
44'
ir
4
CONSTRUCT 6" CURB & 18" CUTTER PER CITY ST'D PLAN NO.
CONSTRUCT 8" TO 6" TRANSITION CURB RETURN
CONSTRUCT 8' P.C.C. CROSS GUTTER AND SPANDREL PER CITY
MODIFIED TO 8' WIDTH
1003
STD PLAN NO. 104
32� 1 1 2;'
CONSTRUCT 5.5' ODE
x 4" THICK P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
EAT'G
z D
CUR &
PUTTER ERLI,
G. NP. 116
CONSTRUCT HANDICAP
RAMP PER CITY ST'D PLAN NO. 1006
>
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00
001
+
CONSTRUCT 16' WIDE
PER CITY ST'D PLAN
CONSTRUCT 4" ASPHALT
x 8" THICK P.C.C. RESIDENTIAL DRIVEWAY,
NO. 103
CONCRETE PAVEMENT MINIMUM (SEE GENERAL
X=3'
NOTE 22)
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CONSTRUCT 6" CRUSHED AGGREGATE BASE MINIMUM (SEE GENERAL NOTE 22)
INSTALL R-1 STOP SIGN PER CAL TRANS TRAFFIC MANUAL
INSTALL STOP BAR AND LEGEND PER CAL TRANS TRAFFIC MANUAL
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6 LO I N 00*22'02' W, 259.65T
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L0 38,5 5291
INSTALL BLUE DOT MARKERS
ADJUST WATER VALVE COVERSTO GRADE
ADJUST MANHOLE COVERS TO GRADE
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LEGEND
REMOVE EXISTING DRIVEWAY AND REPLACE NTH 8" CURB 24"
PER CITY ST'D PLAN NO. 1003 AND 5.5' WIDE SIDEWALK
NEW FIRE HYDRANT (BY OTHERS)
GUTTER
LEMON S T.
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EXISTING
ELEVATION
00,
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LINE
LINE TABLE
LENGTH BEARING
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+ EXIST.
%D -j") CONIC,
SLAB 16
w
a-
15
13
14 12
10
B.C.
P.R.C.
BEGIN CURB
POINT OF REVERSE CURB
SID�WAL�K
-36
0.02'
- - - - -2
L1
197.07 NOO*22'02'W
FF -(51.28)
E.C.
END OF
CURB
TEW�LK
L2
197.07 NOO*22'02'W
S -
SANITARY SEWER
1 CURB GUTTER
CURB GUTTER
L3
65.64 NOO*22'02'W
M,H.
MAN HOLE
TYPICAL SECTION
CURVE TABLE
O.C.
ON CURVE
LEMON STREET
CURVE DELTA RADIUS
LENGTH TANGENT
NTS
T1=5.5
ci
90*27'11' 35.00
55.25 35.28
C2
C3
C4
23*30'01" 207.00
23*57'12' 243.00
38*44'22" 60.00
84.90 43.06
101.59 51.55
40.57 21.09
1
REV. REVISION DESCRIPTION
_R F-CORO j>KAwj&)c4
DATE ENGR. CITY DATE
C TK. q-t-opp
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
Prepared Under "Me SuperVision Of
C.T.K., INC.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
C5
C6
257*28'44" 40.00
38*44'22, 60.00
179.75 49.86
40,57 21.09
A At~
e N
SHOWN
HEREON
AND CARRIED FORTH IN A DILIGENT MANNER,
KOBBIN r CONSULTING
q1 ms,
8880
366
BENSON
ENGINEERS DRAYM BY-
AVE. SUITE 100
J. R. TRACT NO.
LEMON
16182 SCALE:
STREET
20'
C 7
23057'12' 207.00
86.54 43.91
DIAL
TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
MONTCLAIR,
CALIFORNIA 91763 DESIGNED BY-
DAIIE:
C8
C9
23*40'23' 243.00
89*43'11' 35.00
100,40 50.93
54.81 1 34.83
BEFORE
YOU DIG
DAYS BEFORE
YOU DIG
BRING
THEM
INTO CONFORMANCE WITH CONDITIONS AND
3/_0
Yr (909)
/1��
949-1791
Ot, j2vi��
(909) 949-8433 FAX
Date : VZ1 9 loi- GiECKED BY..
CK TANA, /<)Ay�ORNIA
APPRO BY-
e4��t
92336 4/16/02
DRAWING
NO.:
10
23*57'12" 225.00
94.06 1 47.73
TOLL FREE
A PUBLIC SERVICE
1-800-227-2600
BY UNDERGROUND SERVICE ALERT
STANDARDS IN EFFECT.
OF CARL
CA0
T. KOBBINS,
/JR
C. K
467 O.Z_
3117
A
cii
23*57'12" 225.00
94,06 1 47,73
d� RCE
13669 EXP
3-31-05
CITY ENGINEER
R.C.E. 51152 DATE: