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AMERICAN WAY gTFOFCAll
ARLINGTON WAY
EET 3 SEE SHEET 4
C U R TI S 11 _ 1527.28 FS 1527.26 FS GUTTER UNE CL INT SEE 'SH
12+42.80 ROOSEVELT DRIVE 1 Ti
SEE pu �E N U E g �Q v c c „ =10+00.00 ARLINGTON WAY I i w I
#3033 �, Q �,> - 1 w Z AMERICAN WAY DETAIL A -CB #9A 4 4 w I 00 o i �� 18
,4` ao• I Q 5 a°Oo =� r-- 4 4 Q0 / co C
29 . 44 „ 45 N
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3 ICL INT
_° 11+82.00 VANESSA WAY
CL INT "7j8C - .16 TC =11+99.59 AMERICAN WAY 1527.36 FS1527.28 FS
10+00.00 VANESSA WAY L s N 2 27.66 FL I
=14+65.96 CURTIS AVE o�oo S N10'48'07"E 3 1+00 , I- S g Z
_ N I -
• N
N 27.88 TC 36 SD � v 2 .17 TC I - - - -� SID
W 27.38 _. _ W 27.67 FL
38
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1 22' 22 c6�t� 35 + Q i ,a 39 c� „ _
s8' 03=0 DETAIL B CB #9B
$ CAN WAY 1"= 10'
I 11 MERE LEGEND.
CURTIS AVENUE A SEE SHEET 3
SEE PLAN #3033 BEGIN CURVE FL FLOW UNE
M ATC H LI N E J BEGIN VERTICAL CURVE FS FINISHED SURFACE
BEGIN CURVE RADIUS GB GRADE BREAK
CB CATCH BASIN H HEIGHT
CL CENTERLINE HP HIGH POINT
EC END CURVE INT INTERSECTION
VANESSA WAY ECR END CURVE RADIUS LP LOW POINT
EL'Y EASTERLY MVC MIDDLE OF VERTICAL CURVE
EP EDGE OF PAVEMENT PCC POINT OF COMPOUND CURVE
CONSTRUCTION NOTES EVC END VERTICAL CURVE RPRC /W RIGHT OF WAY
CURVE
&CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). 40 0 40 80
a -CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 1 "= 40' mmmmw
3&CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). scale feet
4-CON4ZT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102
o ,+
1 ^ + � + - co
+ ,
GUTTER UNE I
� r -W -
c•. .�:._` ri. , 'a.._- `i_'- �- s -000 2V \
CURB FACE F- 31.0 TC _ ►.� 34.38 FL - __. , W
W 3055q - b_ 6 7 0 2 o w i G" 10 00 2= c S
Lai TT�-00 N P_ 0 F-
(nCo- - 35.35 TC w 0 LiJ
EWAUCg 31.05 TC _ 36"SD 2 34.07
`W 55 FL c%4C W 32.35 FL F g W6
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CURVE TABLE
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CURVE
ANGLE
LENGTH I
RADIUS
TANGENT
A
1417'33"
254.19'
1019.00'
127.76'
B
9'03'04"
164.13'
1039.00'
82.24'
C
646'15"
125.15'
1059.00'
62.65'
D
517'15"
95.88'
1039.00'
47.97'
E
3'54'34"
72.26'
1059.00'
36.14'
F 1
87'43'36"
38.28'
25.00'
24.03'
�4 O to
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Exp -t L aq
Sf C/
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AMERICAN WAY gTFOFCAll
ARLINGTON WAY
EET 3 SEE SHEET 4
C U R TI S 11 _ 1527.28 FS 1527.26 FS GUTTER UNE CL INT SEE 'SH
12+42.80 ROOSEVELT DRIVE 1 Ti
SEE pu �E N U E g �Q v c c „ =10+00.00 ARLINGTON WAY I i w I
#3033 �, Q �,> - 1 w Z AMERICAN WAY DETAIL A -CB #9A 4 4 w I 00 o i �� 18
,4` ao• I Q 5 a°Oo =� r-- 4 4 Q0 / co C
29 . 44 „ 45 N
5 a
84 1"= 10' � � �, � o N
3 m C3�'�'- OR SEE SHE
f J + " +3=U.15'PUE + a ET 3
\ U o
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Go co137
<_ N
3 ICL INT
_° 11+82.00 VANESSA WAY
CL INT "7j8C - .16 TC =11+99.59 AMERICAN WAY 1527.36 FS1527.28 FS
10+00.00 VANESSA WAY L s N 2 27.66 FL I
=14+65.96 CURTIS AVE o�oo S N10'48'07"E 3 1+00 , I- S g Z
_ N I -
• N
N 27.88 TC 36 SD � v 2 .17 TC I - - - -� SID
W 27.38 _. _ W 27.67 FL
38
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14:
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CY!
00
I / C" 5'PUE mw�\ I oLOLO o-- m�� o�� o�v�i
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co�v) m R/H � I 18' 3 =
1 22' 22 c6�t� 35 + Q i ,a 39 c� „ _
s8' 03=0 DETAIL B CB #9B
$ CAN WAY 1"= 10'
I 11 MERE LEGEND.
CURTIS AVENUE A SEE SHEET 3
SEE PLAN #3033 BEGIN CURVE FL FLOW UNE
M ATC H LI N E J BEGIN VERTICAL CURVE FS FINISHED SURFACE
BEGIN CURVE RADIUS GB GRADE BREAK
CB CATCH BASIN H HEIGHT
CL CENTERLINE HP HIGH POINT
EC END CURVE INT INTERSECTION
VANESSA WAY ECR END CURVE RADIUS LP LOW POINT
EL'Y EASTERLY MVC MIDDLE OF VERTICAL CURVE
EP EDGE OF PAVEMENT PCC POINT OF COMPOUND CURVE
CONSTRUCTION NOTES EVC END VERTICAL CURVE RPRC /W RIGHT OF WAY
CURVE
&CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). 40 0 40 80
a -CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 1 "= 40' mmmmw
3&CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). scale feet
4-CON4ZT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102
o ,+
1 ^ + � + - co
+ ,
GUTTER UNE I
� r -W -
c•. .�:._` ri. , 'a.._- `i_'- �- s -000 2V \
CURB FACE F- 31.0 TC _ ►.� 34.38 FL - __. , W
W 3055q - b_ 6 7 0 2 o w i G" 10 00 2= c S
Lai TT�-00 N P_ 0 F-
(nCo- - 35.35 TC w 0 LiJ
EWAUCg 31.05 TC _ 36"SD 2 34.07
`W 55 FL c%4C W 32.35 FL F g W6
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SEWER LINE
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ON CURB
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SEE SHEET 4
11
1533.60 FS 1
STA
STATION
TC
TOP OF CURB
W
WIDTH
W'LY
WESTERLY
V
VERTICAL DEPTH
(50,09)
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER LINE
SO
STORM DRAIN LINE
OC
ON CURB
ROOSEVELT
DRIVE
&CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. REV REVISION DESCRIP11ON DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
O -CONST CURB RETURN ACCESS RAMP CURB RETURN PER CITY STD PLAN NO 1006. f u o q f 'N C-5 '//IOy 14 6-04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
7&INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE17).
a -CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
O9 -REMOVE EXISITING BARRICADE
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
SEE SHT. 4 (W=PER PLAN)
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/QROf0
ESS 10A1 \
t��HUR
021
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In
T- No. 31681 zm
* Exp. 12/31 /04
\`r.x CIV1�
TF CF CANE
1-
W i 19
U' 1 2 Nooro2'S1 "w� 2 W= 2+00 _. o /
•� _ 38.60 To W � /
Li W ,
W /
5'PUE R/
Hcoto
a +� +� a 21
26 25 424 23-4- 22
CL INT CL INT
10+00.00 ANDREWS LANE 12+58.00 ANDREWS LANE
=16+50.87 AMERICAN WAY =15+38.09 ARLINGTON WAY
GUTTER UNE
CURB FACE
NDREWS LANE
DETAIL "C" -CB #11 B
1"= 10'
❑oo�
Hall & reman Inc.
013 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:
Gn I�
HAROLD A. GARCELON R.C.E. 31681A. GARCELON R.C.E. 31681 DATE:
NOTE.
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS, ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
CITY OF FONTANA, CALIFORNIA
� L
SUMMIT HEIGHTS II
y Y
WN BY-
STREET MMOVEMENT PLANS
SCALE:
o E
MsM
VANESSA WAY SROM CUM AVE M AIIIB�CANI
WAYX ROOSENE_T QWE, S ANDFM LME
"
1 =40
a
MED BY.
ATE:
MPK
�A(', ��841
11-12-01
C"�
CKED BY-APPROVEBY:_
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WG NO.:
2
M
RL
-
CN
CITY ENGINEER R.C.E. 51152 DATE:
3039C
4