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No.31681
EV*'
1
CONSTRUCTION NOTES a4
3Io2�a�
1a- CONST 4' MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31
a— CONST 6' CURB AND GUTTER PER CITY STD PLAN NO 1003.
b � ti i� !III T If��
4� CONST RESIDENTIAL DRIVEWAY APPROACH (16 MAX) PER CITY STD NO 102. REV REVISION DESCRIPTION
5a— CONST 4' PCC SIDEWALK PER CITY STD PLAN NO 1015. A. Rwm RD D um/i / mG
7�INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7).
8� CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN).
10 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2, SEE SHT. 9
(W=PER PLAN)
DATE I ENGR. I CITY I DATE
Mml 1A G l(/y 1'5-'*
FILMORE WAY
SEE SHEET 8
57
56
61i
40 0 40 80
1 "= 40'
scale feet
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.
\ 41 4S
40.9
32 \
10
CL INT
=17+51.21 ROOSEVELT DR.
33
39.76
NOTE.
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
/QROFESS/\'
���CO pgS HUR ` F�
z
No. 31681 2
* Exp. 12/31/04
\`rx CIVIC
CA��F��
T -FI--\, -rl-\ r r
k_I�
�LL-
Q_ o
JJ
COOLIDGE COURT
❑oo� H m
rean,Ine.
131:1 V A Civil Engineering " Planning " Surveying " Public Works
1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
�I CP�/3 /02,
HAROLD A. GARCELON R.C.E. 31681 DATE:
146
BC
CURVE TABLE
BVC
BEGIN VERTICAL CURVE
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A)
20 35'09"
105.99'
295.00'
53.57'
B
2135'24"
101.74'
270.00'
51.48'
C
2011'39"
89.88'
255.00'
45.41'
D
37'51'49"
37.67'
57.00'
19.55'
E
255 43'38" 1
169.60'
38.00'1
48.88'
4� CONST RESIDENTIAL DRIVEWAY APPROACH (16 MAX) PER CITY STD NO 102. REV REVISION DESCRIPTION
5a— CONST 4' PCC SIDEWALK PER CITY STD PLAN NO 1015. A. Rwm RD D um/i / mG
7�INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7).
8� CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN).
10 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2, SEE SHT. 9
(W=PER PLAN)
DATE I ENGR. I CITY I DATE
Mml 1A G l(/y 1'5-'*
FILMORE WAY
SEE SHEET 8
57
56
61i
40 0 40 80
1 "= 40'
scale feet
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.
\ 41 4S
40.9
32 \
10
CL INT
=17+51.21 ROOSEVELT DR.
33
39.76
NOTE.
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
/QROFESS/\'
���CO pgS HUR ` F�
z
No. 31681 2
* Exp. 12/31/04
\`rx CIVIC
CA��F��
T -FI--\, -rl-\ r r
k_I�
�LL-
Q_ o
JJ
COOLIDGE COURT
❑oo� H m
rean,Ine.
131:1 V A Civil Engineering " Planning " Surveying " Public Works
1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
�I CP�/3 /02,
HAROLD A. GARCELON R.C.E. 31681 DATE:
146
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURB RETURN
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURB RETURN
E'LY
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
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
W'LY
WESTERLY
V
VERTICAL DEPTH
(450.00)
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER UNE
S
SEWER LINE
SD
STORM DRAIN LINE
OC
ON CURB
H
HEIGHT
LL
LOT LINE
0
a_E!
CITY OF FONTANA,
CALIFORMAOf
SUMMIT HEIGHTS II
O t
all
F °
MN BY:
MFP &MPK
IGNED BY-
STREET &43MVEMEW
HANR.TON LAIC AND
PLANS
COLT
ALE'
1 "= 40'
o E
CO
ATE:
MPK
TRACT
1-1
11-16-01
�N
.CKED BY:APPR�D
RLB
`\
TTY ENGINEER R.C.E. 51152
DATE:
WG NO.:
336
7
8
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