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BEGIN CURVE
EP
EDGE OF PAVEMENT
MVC
MIDDLE OF VERTICAL CURVE
V
VERTICAL DEPTH
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
(450.00)
INDICATES EXISTING ELEVATION
BCR
BEGIN CURB RETURN
FL
FLOW UNE
PRC
POINT OF REVERSE CURVE
450.00
INDICATES PROPOSED ELEVATION
CB
CATCH BASIN
Fs
FINISHED SURFACE
R/W
RIGHT OF WAY
W
WATER LINE
CL
CENTERLINE
GB
GRADE BREAK
STA
STATION
S
SEWER UNE
EC
END CURVE
HP
HIGH POINT
TC
TOP OF CURB
SD
STORM DRAIN LINE
ECR
END CURB RETURN
INT
INTERSECTION
W
WIDTH
LL
LOT LINE
E'LY
EASTERLY
LP
LOW POINT
WILY
WESTERLY
OC
ON CURB
H
HEIGHT
34 _
R
yw�Z
--
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38 CL INT
3 14+99.70 ROOSEVELT DR. CL INT
7 4 =10+00.00 BUCHANAN LN. 17+51.21 ROOSEVELT DR.
36 4 =10+00.00 COOLIDGE CT.
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A �, 34
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CURVE
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i d
CURVE
U+ "
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RADIUS
TANGENT
A
co
N
1019.00'
587.44'
B
39
1 2°' z203
1039.00'
64.90'
C
446'11"
Q0
'
CONSTRUCTION NOTES
16+0o
CURVE
TABLE
C1:3)32
i d
CURVE
C
LENGTH
RADIUS
TANGENT
A
59'55'33
N
1019.00'
587.44'
B
39
1 2°' z203
1039.00'
64.90'
C
446'11"
Q0
'
1
0
S4.
� m4
�
BUCHQNgN
E
izz
163.37'
1059.00'
81.85'
SANE
o Q
251.51'
SEE SHEET g
126.37'
CONSTRUCTION NOTES
16+0o
10
8 Q 'O
J 4
3 It
4
CURVE
TABLE
C1:3)32
i d
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
59'55'33
1065.78'
1019.00'
587.44'
B
7'08'56"
129.64'
1039.00'
64.90'
C
446'11"
88.16'
1059.00'
44.10'
D
8737'15"
38.23'
25.00'
23.98'
E
8'50'21"
163.37'
1059.00'
81.85'
F
13'52'10"
251.51'
1039.00'
126.37'
G
95'58'15"
41.88'
25.00'
27.75'
(H->
7926'05" 1
34.66'
25.00'
20.77'
I
8'38'31"
159.73'
1059.00'
80.02'
10
8 Q 'O
J 4
3 It
4
142
to
C1:3)32
i d
N
�
FN}r
Co
LC
z
r
ESS/pNqur)
' ^
00
C;
1039.00'
COURT
C
o
38.84'
SEE SHEET 7
24.57'
L
86'37'10"
37.79'
25.00'
23.57'
M
736'58"
140.77'
l'J
70.49'
18+00
12'22'19"
17+00 0 g TC N W .,:...... _
3s'sDv
40.6 s
9.7 TC s
FI_ � >i
5'PUE _ <z /
(TYP) G 8'
C
14 5
142
TABLE
UJ
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LENGTH I
z
COOLIDGE
ESS/pNqur)
�m
00
C;
1039.00'
COURT
QRp1
oRZHUR �eyc
o
38.84'
SEE SHEET 7
LU No. 31681 „ n
°` Exn.lt 31 111
inNk
x ;,k. V I -
1M 1 CONST 4" MIN AC OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do
2�-- CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003
44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
55 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006
77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
9�- CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
10 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2
SEE SHT. 9 (W=PER PLAN)
OF
mrt 5 1 '
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NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
ROO
SEE SHEET 7
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.
CURVE
TABLE
UJ
UJ
'4*
CURVE
ANGLE
LENGTH I
RADIUS
TANGENT
J
12'58'05"
235.16'
1039.00'
118.09'
K
89'00'47"
38.84'
25.00'
24.57'
L
86'37'10"
37.79'
25.00'
23.57'
M
736'58"
140.77'
1059.00'
70.49'
N
12'22'19"
224.35'
1039.00'
112.61'
0
8737'15"
38.23'
25.00'
23.98'
P
939'09"
178.41
1059.00'
89.41'
Q
14'25'14"
261.50
1039.00'
131.45'
R
1'43'51"
31.39'
1039.00'
15.69'
SEE SHEET 7
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.
CL INT --
DETAIL "A" -CB #10A
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CL INT
22+10.73 ROOSEVELT DR.
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❑❑ 17 A Civil Engineering - Planning - Surveying - Public Works DRAWN BY:
No. 31681 z � 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669. 909-982-7777 DESIGNEDMSM
* Exp. 12/31/04 * PREPARED UNDE THE SUPERVISION OF: MPK
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OF CAI-\ HAROLD A. GARCELON R.C.E. 31681 DATE:LB
CL INT
24+72.23 ROOSEVELT DR.
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DETAIL "A" -CB #10A
NTS
CL INT
22+10.73 ROOSEVELT DR.
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-IV /SIDEWALK
FACE
R UNE
�oF�ss,�,• DO ❑' Inc.
H reman
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❑❑ 17 A Civil Engineering - Planning - Surveying - Public Works DRAWN BY:
No. 31681 z � 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669. 909-982-7777 DESIGNEDMSM
* Exp. 12/31/04 * PREPARED UNDE THE SUPERVISION OF: MPK
\L�,x M
CV F 9 ( /3 %02 CHECKED BY:
OF CAI-\ HAROLD A. GARCELON R.C.E. 31681 DATE:LB
CL INT
24+72.23 ROOSEVELT DR.
- =11+88.99 REAGAN DR.
ED
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SEE
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DETAIL tt8" -CB #10B
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CITY OF FONTAN4, CALIFORNIA
SUMMIT HEIGHTS II
STREET 10 ROVE EMIT PLANS
ROOSEVELT DRIVE
TRACT/NO. x'15"1-1
unuicco 0 n r K11 r17 r%A-M-
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