HomeMy WebLinkAbout5714-2EXIST. PROP. PROP. EXIST.
WLY W'LY EXIST. E'LY
R/W R/W CL CL R/W
66' ( 40'
I 6' 40' 20' i
8' 32' 32' 28' I
t
Fly:.
1 r_ 2� t
o 0 0 0 o t
TYPICAL CROSS SECTION
LIVE OAK AVENUE
FROM STA 92+47.74 TO STA. 92+97.80
TI=7-9
N.T.S
P ROP.
W'LY EXIRS�� W'LY CL EXIST. EXIR�WE'LY
40'
20 20 4 EXISTING
2'I 8' 1 32' 12' 5' 15' 8 12' GROUND
i" 5.5' ( JOIN EXISTING
2% `�' Q} GROUND
2% --�
o � � �
f
EDGE OF PAVEMENT!!!!!)
AVEMENT -- FUTURE ROAD WIDENING
DIRT SHOULDER
TYPICAL CROSS SECTION
LIVE OAK AVENUE
TI=7-9
N.T.S
N'LY SLY
R/W CL R/W
52'-62' 91'-121'
12' 40' 63' 28'-58' I
i 25' ±26'
0.5' 1 5' EXIST. AC/AB EXIST.
RAISED t
1' MIN MEDIAN
6'SAWCUT LINE t
SIDEWALK VAR.
VAR. (11-477%)
1 41
4T
1 GRIND AND OVERLAY EX. AC/A
EX. EP EX. SIDEWALK
ROP. AC/AB XISTING CURB & GUTTER
8" CURB & GUTTER TYPICAL CROSS SECTION
JU'R PA AVENUE
TI=10.5
N.T.S
955
954
953
952
951
-60
R /w
CL
955
954
952
950
948
-60
-40
N'LY
R/W -• -• -
956
955
954
953
-60
4
CL
�.
\\,954.54 TC BCR
953.90 FS 953.87 FL
953.84 FS
�-o • 953.94 TC
opt° 953.27 FL
• � � ,moo
` 953.04 FL
0" CF
•`S0, 1 952.98 FL
0" CF
953.45 TC
952.79 TC ECR 952.78 FL
952.12 FL
DETAIL B
SCALE: 1"=20
954.54 TC ECR / 954.87 FS
953.87 FL
AO
954.
954.61 TC
953.94 FL �- k .
954.01 FL ,
�9
954.05 FL
0" CF
954.87 TC
954.20 FL
955.38 TC BCR
954.71 FL
DETAIL C
SCALE: 1 "=20'
953
952
951
950
949
-60
N'LY
R /W
MN
957
956
955
954
-60
N'LY CL
-40 -20 0
181+00
957
956
955
954
20
953
.E
954
953
952
951
-60
N'LY
5'5'
50
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CONSTRUCT
5" PCC CONCRETE PAVEMENT
16
CONSTRUCT
RESIDENTIAL DRIVEWAY PER CITY
OF
FONTANA STD.
N0. 1002 (MODIFIED) SEE SHEET 2
10o
RIGHT
OF ENTRY PERMISSION REQUIRED PRIOR
TO
START OF
CONSTRUCTION
DETAIL A
SCALE: l,"=10 )
953
952
951
950
949
-60
N'LY
R /W
MN
957
956
955
954
-60
N'LY CL
-40 -20 0
181+00
957
956
955
954
20
953
.E
954
953
952
951
-60
N'LY
CATCH BASIN #1
SCALE: 1 "=20'
1
1' MIN. 5' s
SAWCUT AND REMOVE MIN.
EXISTING PAVEMENT
REMOVE EXISTING AC CURB OR GRIND 0.15' MIN.
CURB & GUTTER WHERE APPLICABLE EXISTING PAVEMENT
AND OVERLAY 0.15' MIN.
NEW PAVEMENT
--- EXISTING PAVEMENT
REMOVE EXISTING REDWOOD Z-0
HEADER WHERE APPLICABLE
JOIN EXISTING PAVEMENT' DET�11L
ZO NOT TO SCALE
-40
0
5'5'
50
U
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5'
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500'
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CATCH BASIN #1
SCALE: 1 "=20'
1
1' MIN. 5' s
SAWCUT AND REMOVE MIN.
EXISTING PAVEMENT
REMOVE EXISTING AC CURB OR GRIND 0.15' MIN.
CURB & GUTTER WHERE APPLICABLE EXISTING PAVEMENT
AND OVERLAY 0.15' MIN.
NEW PAVEMENT
--- EXISTING PAVEMENT
REMOVE EXISTING REDWOOD Z-0
HEADER WHERE APPLICABLE
JOIN EXISTING PAVEMENT' DET�11L
ZO NOT TO SCALE
-40
0
5'5'
U
d-
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u
5' 6' N = 6' 5'
m
+ N
m
50
SCALE-.- »` 20,
CATCH BASIN #3
SCALE: 1 "=20'
C
F -
'n
r- N
4 L6Ln Ln
(or) 0)
20
CATCH BASIN #2
SCALE: 1"=20'
5'5'
a
6'
5'
d-
w
5'
5'
U
J
6'
500'
U
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U
U N U
N
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4 L6Ln Ln
(or) 0)
20
CATCH BASIN #2
SCALE: 1"=20'
963.43 TP963.91 TP
SCALE.• � »` 20
CATCH BASIN #4
SCALE: 1"=20'
BENCH MARKS NO. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA
THE BENCHMARK FOR THIS PROJECT IS BASED ON THE p D SHOULD CONSTRUCTION OF THE QRpFESS/pM
REQUIRED IMPROVEMENTS NOT
NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL COMMENCE WITHIN TWO YEARS�NY4mf�� F
NETWORK. BENCHMARK NUMBER PID EV9267 o O F ' THE DATE OF APPROVAL �� 90 Inc. �"�l.ltt-ZOl'lal'3, Ontario DRAWN BY: PARCEL MAP 19834 SCALE:
DESIGNATION OF -628, ELEVATION 1006.35 (NAVD88). SHOWN HEREON AND CARRIED w N0. 67512 m 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF - AS SHOWN
FORTH IN A DILIGENT MANNER EXPIRATION JURUPA AVENUE & LIVE OAK AVENUE
BASIS ®F BEARING: DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE -� 6-30-2019 �.. DESIGNED BY: DATE:
BEFORE ��..� DAYS BEFORE L SECTIONS AND DETAILS
TYP' A
SEE TITLE SHEET YOU DIG YOU DIG REVISIONS TO THE PLANS TO J�'9l CIVIL. PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD M.G. 06/2018
BRING THEM INTO CONFORMANCE F OF CAL��� CHECKED BY: PPRO D B DWG. NO.: 2
TOLL FREE 1-800-227-2600 WITH STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 67512 6-30-19 (,g-Z'f-/6j a �•
J. M l � 5714
R.C.E. EXPIRES DATE CITY ENGINEER R.C.E. 51152 DATE:- 5
a
d-
w
5'
5'
U
U
6'
500'
U
�
U
0. W
009 �'-
� U
N
U M
�+- W
M U
U
U d= U
00
(m00
0')N
N
oo O 00
/'m
,
963.43 TP963.91 TP
SCALE.• � »` 20
CATCH BASIN #4
SCALE: 1"=20'
BENCH MARKS NO. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA
THE BENCHMARK FOR THIS PROJECT IS BASED ON THE p D SHOULD CONSTRUCTION OF THE QRpFESS/pM
REQUIRED IMPROVEMENTS NOT
NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL COMMENCE WITHIN TWO YEARS�NY4mf�� F
NETWORK. BENCHMARK NUMBER PID EV9267 o O F ' THE DATE OF APPROVAL �� 90 Inc. �"�l.ltt-ZOl'lal'3, Ontario DRAWN BY: PARCEL MAP 19834 SCALE:
DESIGNATION OF -628, ELEVATION 1006.35 (NAVD88). SHOWN HEREON AND CARRIED w N0. 67512 m 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF - AS SHOWN
FORTH IN A DILIGENT MANNER EXPIRATION JURUPA AVENUE & LIVE OAK AVENUE
BASIS ®F BEARING: DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE -� 6-30-2019 �.. DESIGNED BY: DATE:
BEFORE ��..� DAYS BEFORE L SECTIONS AND DETAILS
TYP' A
SEE TITLE SHEET YOU DIG YOU DIG REVISIONS TO THE PLANS TO J�'9l CIVIL. PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD M.G. 06/2018
BRING THEM INTO CONFORMANCE F OF CAL��� CHECKED BY: PPRO D B DWG. NO.: 2
TOLL FREE 1-800-227-2600 WITH STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 67512 6-30-19 (,g-Z'f-/6j a �•
J. M l � 5714
R.C.E. EXPIRES DATE CITY ENGINEER R.C.E. 51152 DATE:- 5