HomeMy WebLinkAbout3042-551
r
3
W
0
O
O
Z
U�
SEE SHEET 4
CL INT
7/ _� I
f1+75.00 JOCELYN WAY
°D I =180+74.77 LYTLE CREEK RD
I
LYTLE CREEK
PER PLAN #3033
JOCELYN WAY
•, IZC2b tib . D 2DAw 10 (e,
CONSTRUCTION NOTES (Iat�
11 CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
2�CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003.
3&CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102.
3107-
ci
w
m I
20 1 20
DULCIENA LN.
SEE SHEET 6
CURVE TABLE
m
CURVE ANGLE
LENGTH
RADIUS
TANGENT
A 35'51'09"
35.67'
57.00'
18.44'
B 251'42'19"
C 35'51'09"
166.94'
35.67'
38.00'
57.00'
52.59'
18.44'
GRETCHEN COURT
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1400 OR 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
5O -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. REV. REVISION DESCRIPTM
CONST ACCESS RAMP CURB RETURN PER CITY STD PLAN NO 1006. a RoWD DQAW I V
71 7 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#20).
8 CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN).
CONST 8' WIDE CROSS GUTTER PER CITY STD PLAN NO 104
10 REMOVE EXISTING BARRICADE
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO 300-2
SEE SHIT. 6 (W=PER PLAN)
40 0 40 80
1 "= 40'
scale feet
SOU
m
U
BC
l�
� m
00
Loc �
co
MIDDLE OF VERTICAL CURVE
V
I
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
\
POINT OF COMPOUND CURVE
(450.00)
INDICATES EXISTING ELEVATION
O
O
FL
FLOW UNE
A
POINT OF REVERSE CURVE
450.00
INDICATES PROPOSED ELEVATION
U�3NOJ
CATCH BASIN
U
FINISHED SURFACE
R/W
RIGHT OF WAY
W
WATER UNE
CL
CENTERLINE
GB
GRADE BREAK
STA
STATION
ZO
N
^I
END CURVE
HP
HIGH POINT
TC
TOP OF CURB
SD
--
—
O
M
INTERSECTION
W
Q
OC
ON CURB
EL'Y
EASTERLY
LP
U
WILY
of
rnl
RP
01
II
LOT LINE
H
2
rn
_4 c.
98.90 TC
98.40 FL
10
00
�
I
- _.... ■
i
—
--QR
98.88 TC
AR F7
+1
C,
I
I N
CHANTEL DR.
SEE SHEET 3
ISABEL LANE
LEGEND:
m
U
BC
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 CURVE RADIUS
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 UNE
CL
CENTERLINE
GB
GRADE BREAK
STA
STATION
S
SEWER UNE
EC
END CURVE
HP
HIGH POINT
TC
TOP OF CURB
SD
STORM DRAIN UNE
ECR
END CURVE RADIUS
INT
INTERSECTION
W
WIDTH
OC
ON CURB
EL'Y
EASTERLY
LP
LOW POINT
WILY
WESTERLY
RP
RADIUS POINT
LL
LOT LINE
H
HEIGHT
DAZE '- " DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Tioy 0 65 s-4-6
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.
/QRpf
HU
R _ Fti
CD z
= No. 31681 Z �
* Exp. 12/!31/0
\S� CIV`
lF OF CA1.�F�/
131313PT"Ireman Inc.
❑❑�A Civil Engineering •Planning •Surveying •Public Works PRAWN BY:
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 MSM
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY-
4/ MPK
/ a 7 I G Z CHECKED BY:
HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
1 A 11 LV 1 _ LV 11 11
ELESA WAY
SEE SHEET 7
'--CURB FACE
1498.45 FS 1498.66 ES GUTTER UN
DETAIL "C" —CB #23B
NTS
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
STREET NPROVEMENr PLANS
JOCELYN WAY, CM rCHM CT. & ISABEL LK
TRACT NO. 15M
6
1"=40'
7E:
11-09-01
O NO.: 5
3042 �
9F
m
U
J
N
HLJi
U
FU- LL.O
co
II O
>
FU- LL_ 01 ~ LA -
i
00O
O
O
O
In
00
O) O M
_ 00
O=
a) - p � �
'q -Ln
u)
oi co
0) C"
Obi ♦
phi Obi ♦
+
II II
p ♦ Oi7
O
O
�-* O d st
SIDEWALK
'--CURB FACE
1498.45 FS 1498.66 ES GUTTER UN
DETAIL "C" —CB #23B
NTS
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
STREET NPROVEMENr PLANS
JOCELYN WAY, CM rCHM CT. & ISABEL LK
TRACT NO. 15M
6
1"=40'
7E:
11-09-01
O NO.: 5
3042 �
9F