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9 TC yy
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v 5' PUE a \ ' • G 14 00 R H 26.08 TC _ "00
NW _ _ _ _ 27.31 TC _ _ 26.67 FL8 15+00 25.58 FL 2 `1' 26.81
17+00 X18+00 I J
4 :_ _ �' ' 7 $ �- _ - NM*4216 E , 1 0
R/W t - -
8 9 --= f - N 26.08 TC _ 2 o _ S _ _ 27.20 TC
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CL INT 4 " �, 44 1 + `og c - - g 5 ao JF_ do 3 PRC
13+47.93 ROCHELLE ST. �, .� .� + + `� 9 6 + - + �9 7 5 PUE g 8 19+06.68 N
4 ^ J LO -i � � ^ EC 0-3 -W,
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=8+25.00 VANESSA WAY 4 �' LO U U U U � I Q N N I
w 18+82 96 S N ^
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVAl10N.
2 &11 CONST 4" MIN AC OVER 12" OF 959 COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32).
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.
O5 -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. REV REVISION DESCRIP7
66 --CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006.
&INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). A gangD 7TWI NU
CONST 8' WIDE CROSS GUTTER PER CITY STD No. 105
44 4 4 4 4 CL 16' DWY E Z N 18+75.68 BC
H ETTY ST.
MATCHLINE ti 18+75.68
SEE SHEET 4
ROCHELLE STREET
DATE
CURVE TABLE
aTY
DATE
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
2316'31"
23.16'
57.00'
11.74'
B
140'28'19"
142.20'
58.00'
161.42'
C
26'42'33"
26.57'
57.00'
13.53'
D
89'51'02"
39.20'
25.00'
24.93'
E
9303'26"
48.72'
30.00'
31.65'
F
12'3239"
220.03'
1005.00'
110.46'
G
2807'34"
512.98'
1045.00'
261.77'
Q
8'27'56"
148.49'
1005.00'
74.38'
1IH
25'15'52"1
25.13'
57.00'
12.77'
8 3 �2'
CNO C;
b D: 4
G�
2 2 `�;6_ �� Z �� �/ om LO
4 4 4 4 4 4 4 �� k CL INT
5 t 1 ��0 t ' _ + � M _ r N o 18+73.82 ROCHELLE
ti' �� .. 2 \/ F Y 3 • �' s Go
r LL r=5 PUE � o M v w LL =19+51.87 HETTY ST.
0 0 E ��_•: 7
\\: •_:1= M 24,�4ic - E 1 � +cD �� -- ^- +��m 20- v
8 6 �9 � J2 5 3 LO /w .- J 4 5� J � J6 � J^ -_ g 4
4 87^7 O __ .. .3 9 Oc• 1 •- -• -- - - -: -- - - - _ - -- - -- - - �.- - - 5 r0
\ fOp5.36 _ - :• .� _ - - 7
24.86 _ ,
9 TC yy
Y - • _ 27.17 TC '
v 5' PUE a \ ' • G 14 00 R H 26.08 TC _ "00
NW _ _ _ _ 27.31 TC _ _ 26.67 FL8 15+00 25.58 FL 2 `1' 26.81
17+00 X18+00 I J
4 :_ _ �' ' 7 $ �- _ - NM*4216 E , 1 0
R/W t - -
8 9 --= f - N 26.08 TC _ 2 o _ S _ _ 27.20 TC
dt 4 0 a� -: ., = 25.58 FL �r' N `� '0 26.70 FL 0 2 2 4
io CL
Q o� __
T.
16' D
A J V 0,� O -_ __��-• _•moi_ _• _ -��•1-�-� - - -I�t• `_�.•.:._� V - _��_t "• - f: -±_-i: __res_ ._• �LJi J I
• - �.
^. - -- -- -- --- ------ • R s NN F---
4 :.
d LL 9 10' �o ^ 5 ao .- ,d ,n 18+28.63 \ ^�
�^ M�92 e'er cc Mo ND R/yy °°o 0o BC 5
CL INT 4 " �, 44 1 + `og c - - g 5 ao JF_ do 3 PRC
13+47.93 ROCHELLE ST. �, .� .� + + `� 9 6 + - + �9 7 5 PUE g 8 19+06.68 N
4 ^ J LO -i � � ^ EC 0-3 -W,
� J `
=8+25.00 VANESSA WAY 4 �' LO U U U U � I Q N N I
w 18+82 96 S N ^
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVAl10N.
2 &11 CONST 4" MIN AC OVER 12" OF 959 COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32).
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.
O5 -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. REV REVISION DESCRIP7
66 --CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006.
&INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). A gangD 7TWI NU
CONST 8' WIDE CROSS GUTTER PER CITY STD No. 105
44 4 4 4 4 CL 16' DWY E Z N 18+75.68 BC
H ETTY ST.
MATCHLINE ti 18+75.68
SEE SHEET 4
ROCHELLE STREET
DATE
CURVE TABLE
aTY
DATE
CURVE
ANGLE
LENGTH I
RADIUS
TANGENT
CL
140'46'26"
142.50'
58.00'
162.77'
K
9014'42"
39.38'
25.00'
25.11'
L
89'51'02"
70.57'
45.00'
44.88'
M
17 01'43"
304.63'
1025.00'
153.45'
N
1105'51"
198.53'
1025.00'
99.58'
0
901442"
70.88'
45.00'
45.19'
P
89'51'02"
89.39'
57.00'
56.85'
Q
02'29'23"
27.68'1
637.00'
13.84'
R
02'29'23" 1
28.55
657.00'
28.55
8 3 �2'
CNO C;
b D: 4
G�
2 2 `�;6_ �� Z �� �/ om LO
4 4 4 4 4 4 4 �� k CL INT
5 t 1 ��0 t ' _ + � M _ r N o 18+73.82 ROCHELLE
ti' �� .. 2 \/ F Y 3 • �' s Go
r LL r=5 PUE � o M v w LL =19+51.87 HETTY ST.
0 0 E ��_•: 7
\\: •_:1= M 24,�4ic - E 1 � +cD �� -- ^- +��m 20- v
8 6 �9 � J2 5 3 LO /w .- J 4 5� J � J6 � J^ -_ g 4
4 87^7 O __ .. .3 9 Oc• 1 •- -• -- - - -: -- - - - _ - -- - -- - - �.- - - 5 r0
\ fOp5.36 _ - :• .� _ - - 7
24.86 _ ,
9 TC yy
Y - • _ 27.17 TC '
v 5' PUE a \ ' • G 14 00 R H 26.08 TC _ "00
NW _ _ _ _ 27.31 TC _ _ 26.67 FL8 15+00 25.58 FL 2 `1' 26.81
17+00 X18+00 I J
4 :_ _ �' ' 7 $ �- _ - NM*4216 E , 1 0
R/W t - -
8 9 --= f - N 26.08 TC _ 2 o _ S _ _ 27.20 TC
dt 4 0 a� -: ., = 25.58 FL �r' N `� '0 26.70 FL 0 2 2 4
io CL
Q o� __
T.
16' D
A J V 0,� O -_ __��-• _•moi_ _• _ -��•1-�-� - - -I�t• `_�.•.:._� V - _��_t "• - f: -±_-i: __res_ ._• �LJi J I
• - �.
^. - -- -- -- --- ------ • R s NN F---
4 :.
d LL 9 10' �o ^ 5 ao .- ,d ,n 18+28.63 \ ^�
�^ M�92 e'er cc Mo ND R/yy °°o 0o BC 5
CL INT 4 " �, 44 1 + `og c - - g 5 ao JF_ do 3 PRC
13+47.93 ROCHELLE ST. �, .� .� + + `� 9 6 + - + �9 7 5 PUE g 8 19+06.68 N
4 ^ J LO -i � � ^ EC 0-3 -W,
� J `
=8+25.00 VANESSA WAY 4 �' LO U U U U � I Q N N I
w 18+82 96 S N ^
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVAl10N.
2 &11 CONST 4" MIN AC OVER 12" OF 959 COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32).
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.
O5 -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. REV REVISION DESCRIP7
66 --CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006.
&INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). A gangD 7TWI NU
CONST 8' WIDE CROSS GUTTER PER CITY STD No. 105
44 4 4 4 4 CL 16' DWY E Z N 18+75.68 BC
H ETTY ST.
MATCHLINE ti 18+75.68
SEE SHEET 4
ROCHELLE STREET
DATE
ENGR.
aTY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
BCR
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
IS
END CURVE
•off
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALPg1HUR
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
QROFESS/
a
�� m
= No. 31681
� Z �
* Exp. 12/31/04,
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW UNE
FS
FINISHED SURFACE
GB
GRADE BREAK
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
q�F CMV
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
STATION
TC
TOP OF CURB
W
STANDARDS IN EFFECT.
OF CA'\L\F
WESTERLY
V
VERTICAL DEP1N
000P
Hall
Aman Inc.
OEM? 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:
!�4�zj 0 l(0710z
HAROLD A. GARCELON R.C.E. 31681 DATE:
LEGEND:
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURVE RADIUS
ECY
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW UNE
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
IDLY
WESTERLY
V
VERTICAL DEP1N
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER LINE
SD
STORM DRAIN LINE
OC
ON CURB
H
HEIGHT (ADDITIONAL OPENING)
LL
LOT LINE
1"= 4040 0 40 80
scale feet
CITY OF TONTANA, CALFORNIA
SUMMIT HEIGHTS II
AWN BY: STREET W`ROVE11M3T PLANS
MSM- ROCHELLE E STREETSIGNED BY:
RNM % TRACT .,,=43
_ CHECKED BY- 0 Y
RLB rZ �
TTY ENGINEER R_C_E_ 51159 DATE -
M 2
kLEs
'
o E
1 "= 40'CO
o
7-
11-09-01
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G NO.:
2
CID
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3042NC
3042C
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