HomeMy WebLinkAbout4431-21356
1355
1354
1353
1352
STREET IMPROVEMENT PLANS
1L_ RO-..,L.'� ]IL S � � �I J I][� � ]L AVE
� PI ` m (000 r -
P
Ln
7+50 8+00 8+50 9+00 9+50
1356
1355
1354
1353
1352
1351
m L=54.93'
Z
10+00
PROPOSED 30"W x 9"H R.C.B.
- EX 8 CURB
SECTION LENGTH BEARING
N
A 16.38' N30'04'31"E
CPO
B 176.99' N00'04'31 "E
700'04'3 .. X3.51
C 10.66' N05"45'18"W
m
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F-
Un
r7
A.427.
4
d
U -4
,5
9+0
A
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
R= 35.00'
lip
o a- Fy
r
p= 90'00'00"
n°'
9_- I e�
E
L= 54.93'
o
LA_
..'k_
N
DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION - - -
Ln
STA
0
+m
CONST. 8" A.C. DIKE PER CITY STANDARD 1007_--------------------_62
d
u')a
WATER METER & SPRINKLER HEADS TO BE RELOCATE--------------------
i
17
r --------------- --------------------i
- - - - - - - - - 1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3- - - - _
- - - - - - - - _ 1 EA.
19
CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE -
- - - - - -1,058 SQ.FT.
o
n
II
,�
J
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1
1`N°
--
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SEE SHEET
3
_1,45q00
.-
----
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to
-1
-'
F t-
�EX. GROUND
EXISTING
IPE
<C
c~n
cv
r`i
_j5=1
k4%
cn
r-
--
SURE
" A
C
ON
'EN
`�`�
CUR
22'
21"
x 15'
CSP
EX
F1N1S
%
—
—�
,-Ri
-
—
_
-
_- I
Rpp
p"W
9"H,
DISCHARGE
TRUC
URE, =0.3
%, L='83.0'
HORIZ.: 1:20
pE
-� -
VERT.: 1: 2
7+50 8+00 8+50 9+00 9+50
1356
1355
1354
1353
1352
1351
m L=54.93'
Z
10+00
7+50 8+00
PP
---T=L=A=U AVENUE��
22.05
\ Cn J h J
hw rnw � 1
8+00 c4
N00'04'31 "E _
h tt) h N
-5-5.1' Q �2 Q �200 �. 18
N cn J 16.99 Q p ~
w w �
13 R
EDO �.__--- — —
A.P.N.: 0243-322-03
1
I
-A
IST. R.O,W — —
11 16 ( EX.
ON C
SPRK I C
"'v),
I
A.P.N.: 0243-322-02 W=16'I
I
PROPOSED 30"W x 9"H R.C.B.
- EX 8 CURB
SECTION LENGTH BEARING
N
A 16.38' N30'04'31"E
CPO
B 176.99' N00'04'31 "E
700'04'3 .. X3.51
C 10.66' N05"45'18"W
m
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—/—•ter'—t ��
Fsl
LLJ
00
olU-
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0-1
N S5�
00
2
-�'
d
4
d
U -4
,5
9+0
A
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
R= 35.00'
lip
o a- Fy
r
p= 90'00'00"
n°'
9_- I e�
E
L= 54.93'
13
�` 1
..'k_
N
DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION - - -
Ln
STA
0
+m
CONST. 8" A.C. DIKE PER CITY STANDARD 1007_--------------------_62
d
u')a
WATER METER & SPRINKLER HEADS TO BE RELOCATE--------------------
i
17
r --------------- --------------------i
- - - - - - - - - 1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3- - - - _
- - - - - - - - _ 1 EA.
19
CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE -
- - - - - -1,058 SQ.FT.
00
4
II
,�
J
!
1
1`N°
n
V�
SEE SHEET
3
_1,45q00
.-
----
--_
�EX. GROUND
EXISTING
IPE
�-
_j5=1
`�`�
CUR
22'
21"
x 15'
CSP
%
C
B 2
,-Ri
-
-
_
-
_- I
Rpp
p"W
9"H,
DISCHARGE
TRUC
URE, =0.3
%, L='83.0'
pE
-� -
0)
N
U)
LO
�'
HORIZ.: 1: 20
--
CONS
A.C.
DIKE
LOM
Jw
VERT.: 1:2
J
aw
d
J
7+50 8+00
PP
---T=L=A=U AVENUE��
22.05
\ Cn J h J
hw rnw � 1
8+00 c4
N00'04'31 "E _
h tt) h N
-5-5.1' Q �2 Q �200 �. 18
N cn J 16.99 Q p ~
w w �
13 R
EDO �.__--- — —
A.P.N.: 0243-322-03
1
I
-A
IST. R.O,W — —
11 16 ( EX.
ON C
SPRK I C
"'v),
I
A.P.N.: 0243-322-02 W=16'I
I
8+50
9+00
r_—.-_.-------------
-
Q r7�,
PROPOSED 30"W x 9"H R.C.B.
- EX 8 CURB
SECTION LENGTH BEARING
--J�,L 9GHT f
A 16.38' N30'04'31"E
CPO
B 176.99' N00'04'31 "E
700'04'3 .. X3.51
C 10.66' N05"45'18"W
8+50
9+00
r_—.-_.-------------
-
Q r7�,
— - -
- EX 8 CURB
5�:
i II 04
--J�,L 9GHT f
_
CPO
1. ,
700'04'3 .. X3.51
,1
0 C5h
N
—/—•ter'—t ��
Fsl
LLJ
00
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0-1
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2
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96 ��`'�
4
�,
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,5
9+0
A
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
R= 35.00'
lip
o a- Fy
A.P.Nl:0243-322-01
p= 90'00'00"
f
9_- I e�
E
L= 54.93'
13
�` 1
..'k_
016:<
i
I
9+50
10+00
1356
1355
1354
1353
1352
1356
1355
1354
1353
1352
1351
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c I
9+89.72 .,LAUREL AVE To
13+21.05, MILLER AVE o ��--------
n
0-
n
n "2 N f) I " 0+00`
----- --a -rte--f --+- - - - --
�hk�� \\ Qw +j
LAUREL AVENUE
(FROM 8+44.26 TO 9+22.79)
SCALE: 1 ":20'
w
J
w
I F
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 - - - - - - - - -
--J�,L 9GHT f
_
1,
1. ,
700'04'3 .. X3.51
----
- - - - - - - - -1 EA
�X_21_' X 15" CSP
't— — —
—/—•ter'—t ��
@5
--
- _ - - - - 2,622 SQ.FT.
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 - - - - - - - - - - - - -
2
-�'
CURB RETURN
F
7 `
1
�>
1 EA
A
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
R= 35.00'
lip
1
A.P.Nl:0243-322-01
p= 90'00'00"
—�
u�
I Iji
E
L= 54.93'
13
�` 1
- - - - - - - 135 SQ.FT.
I
DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION - - -
T= 34.95'
STA
+TC
15
CONST. 8" A.C. DIKE PER CITY STANDARD 1007_--------------------_62
-,
1355.16 - ECR
WATER METER & SPRINKLER HEADS TO BE RELOCATE--------------------
i
17
r --------------- --------------------i
- - - - - - - - - 1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3- - - - _
- - - - - - - - _ 1 EA.
19
CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE -
- - - - - -1,058 SQ.FT.
I
!
1
STREET IMPROVEMENT PLANS
n
LAUREL AVENUE
(FROM 8+44.26 TO 9+22.79)
SCALE: 1 ":20'
w
J
w
I F
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 - - - - - - - - -
- - - - - - -191.58 LF
O2
FTI
LF
O3
CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY STANDARD 1002-
- - - - - - - - -1 EA
T 14-
"'' — — —
�X_21_' X 15" CSP
't— — —
—/—•ter'—t ��
@5
T_SEC
- _ - - - - 2,622 SQ.FT.
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 - - - - - - - - - - - - -
-C
-
CONST. CURB RETURN ACCESS RAMP PER CITY STANDARD 1003 - - - - - -
- - - - - - - - - 1 EA
8
�>
1 EA
O
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
(C'FI
lip
1
a
CONST. 30"W x 9"H R.C.B. PER L.A. COUNTY STANDARD PLAN 3053-0, PAGES
—�
u�
I Iji
PROPOSED REDWOOD HEADER ------------------------------33
LF
13
i m r
- - - - - - - 135 SQ.FT.
I
DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION - - -
- - - - - - - - - 1 EA
STA
+TC
15
CONST. 8" A.C. DIKE PER CITY STANDARD 1007_--------------------_62
-,
1355.16 - ECR
WATER METER & SPRINKLER HEADS TO BE RELOCATE--------------------
i
17
PROVIDE MANHOLE FOR CLEANING R.C.B. PER CITY STC No. 3000- - - - - -
- - - - - - - - - 1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3- - - - _
- - - - - - - - _ 1 EA.
19
CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE -
- - - - - -1,058 SQ.FT.
i i
n
SEE SHEET
3
�1
CONSTRUCTION NOTES:
QUANTITY
�1
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 - - - - - - - - -
- - - - - - -191.58 LF
O2
CONST. SIDEWALK PER CITY STANDARD 1006---------------------_191.58
LF
O3
CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY STANDARD 1002-
- - - - - - - - -1 EA
O4
EXISTING MAIL BOX TO BE RECOLATED - - - - - - - - - - - - - - - - - -
- - - - - - - - - 1 EA
@5
CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE-
- _ - - - - 2,622 SQ.FT.
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 - - - - - - - - - - - - -
- - - - - - 750 SQ.FT.
�7
CONST. CURB RETURN ACCESS RAMP PER CITY STANDARD 1003 - - - - - -
- - - - - - - - - 1 EA
t�8
EXISTING POWER POLE TO BE RELOCATED-------------------------
1 EA
O
EXISTING WATER VALVE UPGRADE-----------------------------
1 EA
10
EXISTING WATER METER TO BE RELOCATED-------------------------
1 EA
03
CONST. 30"W x 9"H R.C.B. PER L.A. COUNTY STANDARD PLAN 3053-0, PAGES
1 ,3,21 OF 21_ - _164 LF
12
PROPOSED REDWOOD HEADER ------------------------------33
LF
13
CONST. 2" A.0 PAVEMENT OVER DETAIL ON SHEET No. 2 - - - - - - - - -
- - - - - - - 135 SQ.FT.
14
DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION - - -
- - - - - - - - - 1 EA
TO STORM DRAIN PER S.P.P.W.C. STANDARD 342-1
15
CONST. 8" A.C. DIKE PER CITY STANDARD 1007_--------------------_62
LF
16
WATER METER & SPRINKLER HEADS TO BE RELOCATE--------------------
1 EA
17
PROVIDE MANHOLE FOR CLEANING R.C.B. PER CITY STC No. 3000- - - - - -
- - - - - - - - - 1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3- - - - _
- - - - - - - - _ 1 EA.
19
CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE -
- - - - - -1,058 SQ.FT.
0' 20' 40' 60'
ow- Am
l mini
SCALE: 1 " = 20'
�p slpy� e -Fp i rc S
0 9, 3 0,11
�EOG�
SIH ONEN "
20211 � oa�Efv
4
�gt�Foa�;�' 0 '�� �5��3
l,. dS �hq G1 c5
Catj tI vomer Ct 0 0(05
VARIES
2` A.C. `YCAP-�
--'Y--+ +
CLEAN SAND
8" A.C. BERM
AC BERM WITH SAND BASE DETAIL
BENCHMARK I CITY OF FONTANA, CALIFORNIA
PROPERTY OWNER: O SHOULD CONSTRUCTION OE THE REQUIRED PgOFESSI�N APPROVED BY:
IMPROVEMENTS NOT COMMENCE WITHIN Two �����P�� "�' c�<���� ISRAELMAURICIOGAL�/S STREET IMPROVEMENT PLAN
ID: 255 HAIK KESHISHIAN
DATE: 9-67 1539 N. HARVARD BLVD ��' Z r ENGINEERING - LAND DEVELOPMENT
YEARS OF THE DATE OF APPROVAL SHOWN HEREON Vol DRAWN BY: SCALE:
ELEVATION: 1358.31 3462 BUCKINGHAM RD.
LOS ANGELES, CA., 90027 CARRIED FORTH IN A DILIGENT MANNER THE No. C69511 A CHINO HILLS, CA GL 771 1 LAUREL AVENUE AS SHOWN
DESCRIPTION: ALDER & PHONE: 818-621-9373 DIAL TWO WORKING AND CAR. ' EXP, 6/30/08 (909) 614 1525 FAX (909) 614 1525 DESIGNED BY: DATE:
MILLER - PK NAIL WEST BEFORE DAYS BEFORE I CITY ENGINEER MAY REQUIRE REVISIONS TO THE * MG FROM MILLER AV E TO +j- 145.5 FT SOUTH 9/21/07
END SWCR YOU DIG YOU DIG
A.P.N.: 0243-322-01 RE / PLANS TO BRING THEM INTO CONFORMANCE WITH sT9T clv�- ���P��u 03-Iz,o� No. 69511 6/30/08 CHECKED BY: APP OVED ;' DRAWING NO.:Y4,
TALL FREE 1-800-P27-2600 %Zc: �(W �N� S' F F V pp 1.358.31 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.CAl CIViL ENGINEER LIC. EXP. _ DWG 4431
ELEVATION REVISION DESCRIPTION DATE ENGR. CI Y ATE MG CITY ENGINEER RCE51152