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JV 4 SEE SHEET 2
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MATCHLINE -- 10+81.68
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o, v a 2 3 8 16+50.87 AMERICAN WAY
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28.46 R 29.17 FL 1
0 °.-° 331.5 FL I 33.01 TC 7 5 Uig' 4
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CONSTRUCTION NOTES
1a-- CONST 4' MIN AC OVER 12" OF 95% COMPACTED NA11VE (SEE GENERAL NOTES 31 do 32)
22 CONST 6' CURB AND GUTTER PER CITY STD PLAN No 1003
O4 - CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
O5 -- CONST 4' THICK PCC SIDEWALK PER CITY STD PLAN No 1015
- CONST CURB RETURN ACCESS RAMP CURB RETURN PER CITY STD PLAN No 1006 REV
U7 -- INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE17)
88 CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 (W=PER PLAN)
SEE SHT. 4
AMERICAN WAY
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS, ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
REVISION DEsaMPnoN DATE ENGR. I aTY DATE
tZE_�M RD DIZaAWI IU e ►Jay 4A& 5�
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/QRpFESS/p,�,,\
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z
ce- = rn
No. 31681 Z
* Exp. 12/31/04
\`rx IVI
CC
TF OF CA��F�/
40 0 40 80
1 "= 40'
Iscale feet
CURVE TABLE
BC
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
26'41'19"
26.55'
57.00'
13.52'
B
146'53'14"
148.69'
58.00'
195.10'
C
96'20'49"
42.041
25.00'
27.93'
D
23'47'05'
269.83'
650.00'
136.89'
E
2318'40"
23.19'
57.00'
11.76'
F
85'51'30"
44.96'
30.00'
27.91'
G
85'50'07"
44.94'
30.00'
27.89'
H
7'28'08"
89.42'
686.00'
44.78'
I
29'35'31"
29.44'
57.00'
15.06'
J
89'45'07"
39.16'
25.00'
24.89'
K
14856'08"
150.77'
58.00'
208.69'
L
29'35'31"
29.44'
57.00'
15.06'
M
96'20'49"
75.67'
45.00'
50.28'
N
89'45'07"
67.36'
43.00'
42.81'
0
13.2742" 1
157.42'
670.00'
79.07'
P
11-05'51,1
129.38'
668.00'
64.89'
40 0 40 80
1 "= 40'
Iscale feet
SIDEWALK
CURB FACE
1528.20 FS 1528.15 FS GUTTER LINE
DETAIL f `D" -CB #11 A
in= 10'
❑❑ ❑[
TJAA1 &4-111
reman, Inc.
❑❑RA Civil Engineering •Planning •Surveying •Public Works DRAWN BY:
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 MsM
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
Ct ¢ id2M
PK
CHECKED BY:
HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
LEGEND:
m-,.-)
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
J
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
� NN
a' Ori
ECR
Lo 04
Coco
EL'Y
EASTERLY
00 0000
rn co r- rn
o Od r -Z
o c6 c6
♦ NN
LO�
♦NN -FII
fit[)
II
.-
+ NN
N LOLO
+ NN
N LOLO
SIDEWALK
CURB FACE
1528.20 FS 1528.15 FS GUTTER LINE
DETAIL f `D" -CB #11 A
in= 10'
❑❑ ❑[
TJAA1 &4-111
reman, Inc.
❑❑RA Civil Engineering •Planning •Surveying •Public Works DRAWN BY:
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 MsM
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
Ct ¢ id2M
PK
CHECKED BY:
HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
LEGEND:
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURVE RADIUS
EL'Y
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
H
HEIGHT
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
STATION
TC
TOP OF CURB
W
WIDTH
o
W LY
WESTERLY
V
VERTICAL DEPTH
°D,
(450.00)
INDICATES EXISTING ELEVATION
Co
450.00
INDICATES PROPOSED ELEVATION
o
W
WATER LINE
o�
S
SEWER LINE
SD
STORM DRAIN LINE
OC
ON CURB
N
0
a
CITY OF FONTANA, CALFORNA
SUMMIT HEIGHTS II
sIRMT IFaovaMBr PLAris
ANEFYCAN WAY
_. TRACT-7NO:15841
1"=40'
co
TE:
11-12-01
K; No.: 3
co
3039 4CNCD