HomeMy WebLinkAbout3042-9JEANETTE DR.
SEE SHEET 8
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20' 20'
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10+00.00 KIRSTEN CT. I �h
=12+81.02 JEANETTE DR o W
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JEANETTE DR.
SEE SHEET 8
- R/W
118 )-r4
17 Zu116
- U
11.57 TC - 1 2 1 .02
11.07 FL F14.52T
T- F F
112
113
18.02
•M"E 17.52 F32+00
g 1 -
115
KIRSTEN COURT
CONSTRUCTION NOTES
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
33 CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
5& CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015 REV KMSION DESCRIPIK>N
77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
10 �� �R�w' ��
REMOVE EXISTING BARRICADE
JEANETTE DR.
SEE SHEET 8
' 5! I
I
CURVE TABLE
I
ir
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
54'37'24"
54.34'
57.00'
29.43'
B
234'37'24"
155.61'
38.00'
73.59'
C
45'29'21"
45.25'
57.00'
23.90'
D
254'05'55"
168.52'
38.00'
50.34'
E
28'36'34"
28.46'
57.00'
14.53'
F
12d23'53"
77.90'
360.00'
39.10'
G
28d57'18"
80.86'
160.00'
41.31'
JEANETTE DR.
SEE SHEET 8
'51C I
20' 20'
L I mz
I I �J
I o
+Q
63 � \�
R
ir
'Q ..a
-S
10+00.00 KIRSTEN CT. I �h
=12+81.02 JEANETTE DR o W
62 i �Y
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I LL
cc?
C12Lo
Cq
I -�
�-4
JEANETTE DR.
SEE SHEET 8
- R/W
118 )-r4
17 Zu116
- U
11.57 TC - 1 2 1 .02
11.07 FL F14.52T
T- F F
112
113
18.02
•M"E 17.52 F32+00
g 1 -
115
KIRSTEN COURT
CONSTRUCTION NOTES
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
33 CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
5& CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015 REV KMSION DESCRIPIK>N
77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
10 �� �R�w' ��
REMOVE EXISTING BARRICADE
JEANETTE DR.
SEE SHEET 8
' 5! I
I
rUG V
,108 4 M? a 107 m 5_ ('�),,� 106
N O U
v No�aC'm m / =_* V
Q�R/W�+, O + U
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18.75 FL
_C 2
1&28 TC0 1 Mi 8
FL
S °O 18. 0 TC
- t+oo18.30 FL 1 7 I
18.50 TC S 2
19.1 TC 11+67.14
18.00 FL- 18.63 FL 19.33 TC / RP
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DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
3 i) -o NCS
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.
/QROFESS/phi\
t�0 1HUR �'l
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z
= No. 31681 z m
* Exp. 12/31/04
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R0CHELLE
20' 20'
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57
�,
891
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` Q
ECR
END CURVE RADIUS
EL'Y
25.05
EP
EDGE OF PAVEMENT
90 � �9
I k�,
24.89 FL
=13+47.93 ROCHELL
_ 3
56
I 10
N0013'■
CL INT
I
•
10+00.00 NEWELL CT.
LOW POINT
_ W .
=16+90.54 JEANETTE DRI I
X69
POINT OF COMPOUND CURVE
�191
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
I
TC
/C-3
55
WIDTH
WLY
WESTERLY
V
o
(450.00)
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-(1
_
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JEANETTE
DR.
o
SEE SHEET 8
LOT LINE
rUG V
,108 4 M? a 107 m 5_ ('�),,� 106
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v No�aC'm m / =_* V
Q�R/W�+, O + U
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S °O 18. 0 TC
- t+oo18.30 FL 1 7 I
18.50 TC S 2
19.1 TC 11+67.14
18.00 FL- 18.63 FL 19.33 TC / RP
Q= -
5 105
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IR vtsms NEWELL COURT
0y
� ac � N 12(3�!'4�%
EXP•_._ �}
FOF CAI�F�Q
3 /a Zlo
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
3 i) -o NCS
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.
/QROFESS/phi\
t�0 1HUR �'l
h��oPg c,�Fy
z
= No. 31681 z m
* Exp. 12/31/04
\sl CIVIC
\lF pF CA��F�/
R0CHELLE
ST.
SEE SHEET 2
ir
54'
m w
20 20'
�,
891
I
^
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ECR
END CURVE RADIUS
EL'Y
25.05
EP
EDGE OF PAVEMENT
90 � �9
I k�,
24.89 FL
=13+47.93 ROCHELL
_ 3
=
HP
HIGH POINT
ULU CURTIS AVE
U
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I L_L_I! 68' u I
R WW'PUE74
N N7.26 TC
CL INT25.55
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
TC ■
BEGIN CURVE RADIUS
CB
�,
CL
CENTERLINE
EC
8+25.00 VANESSAASK
ECR
END CURVE RADIUS
EL'Y
25.05
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW LINE
=13+47.93 ROCHELL
FINISHED SURFACE
=
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
X69
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
I
TC
�"
W
WIDTH
WLY
WESTERLY
V
91
(450.00)
INDICATES EXISTING ELEVATION
450.00
-
---`°
-(1
_
S
SEWER UNE
SD
STORM DRAIN LINE
R/W
LOT LINE
OC
I
RP
wW
5PUE
Mz_
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(TYP)
c' J
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to
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ROCHELLE
ST.
SEE SHEET 2
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1400 OR 1500
TO THE VALUE TO OBTAIN THE ACTUAL
ELEVATION.
i.76 FL
quma'ii t o - S
.41 TC
,.91 FL11- LL-
_
00
CURTIS AVE
PER PLAN #3033
VANESSA WAY
3
vii
N N
W
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o co
O
z o '0
UC
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
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
WLY
WESTERLY
V
VERTICAL DEPTH
(450.00)
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER UNE
SD
STORM DRAIN LINE
LL
LOT LINE
OC
ON CURB
RP
RADIUS POINT
1"- 4040 0 40 80 N
scale feet o
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HITY
m Inc.InC.
❑❑A Civil Engineering - Planning - Surveying - Public Works
1152 N. Mountain Ave. Ste. 100- Upland, CA 91786-3669.909-982-7777
PREPAR D UNDE THE PERVISIO OF:
/
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HAROLD A. GARCELON R.C.E. 31681 DATE:
OF FONTANA, CALIFORNA����
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SUMMIT HEIGHTS IID.T
DRAWN BY:ALE;
MSM
STREET WROV�r PLANS
pIgM OOU;T OOI�iT VANE33A WAY
_ TRACT
1 "=40'
DESIGNED BY:
MPK
ATE
11-09-01
CHECKED BY:
RLB
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WG 11i
3"29
8
TY ENGINEE R.C.E. 51152 DATE: