HomeMy WebLinkAbout4431-3BENCHMARK
ID: 255
DATE: 9-67
ELEVATION: 1358.31
DESCRIPTION: ALDER
MILLER - PK NAIL WEST
END SWCR
ELEVATION 1.358.31
1358
1357
1356
1355
1354
1353
1352
13+00
110
STREET IMPROVEMENT PLANS
O
O
cn
LL
QUANTITY
L
L=54.93'
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 --------------------------------
191.58 LF
1357
20
CONST. SIDEWALK PER CITY STANDARD 1006 -------------------------------------------
191.58 LF
ILL AVE. F LAU AVE TO +/-170 EAS
30
CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY STANDARD 1002--------------------1
EA
1356
m
EXISTING MAIL BOX TO BE RECOLATED_----------------------------------------------------1
EA
AfiROVED B -'Z
DATE: '
O5
CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE-------------
2,622 SQ.FT.
1355
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 ---------------------------------------
750 SQ.FT.
O7
r i
1 EA
1354
co
o^
�8
EXISTING POWER POLE TO BE RELOCATED -------------------------------------------------
1 EA
1353
®
EXISTING WATER VALVE UPGRADE ---------------------------------------------------------i
EA
i0
EXISTING WATER METER TO BE RELOCATED -------------------------------------------------1
EA
1 1
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 -------------------------------
H
I'll
ILIJ
M
O
M
•-
TO STORM DRAIN PER S.P.P.W.C. STANDARD 342-1
O
Li
CONST. 8" A.C. DIKE PER CITY STANDARD 1007 -------------------------------------------
62 LF
UU
16
WATER METER & SPRINKLER HEADS TO BE RELOCATE ---------------------------------------
1 EA
17
PROVIDE MANHOLE FOR CLEANING R.C.B. PER CITY STD No. 3000-----------------------------
1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3---------------------------
1 EA
19
U
1,058 SOFT.
+
+O
Z
ui
O
+M
d
---
S
(n
Q
-
Q
�
M
-
---
F-
M
s_
1.4570
VRFACE
ALO
G CE
TERLI
E OF
MILLERAVE.
'
CURB
32'-0,80%
- �-
`Q
N
M
H O R I Z 1: 20
__ _
.:
�'
`✓
E
GRO
ND
CROS
PIP
----
--- --F
TU
-RE
_
-
TOP-
�- =- -
--
- -
-
VERT.: 1 : 2
/,JXISTIN
1 "x15" CSPI
0
CUR
32 �'
T- -
H O R I Z .: 1: 20
RAIN DUTL.Ef
VERT.: 1: 2
1358
1357
1356
1355
1354
1353
13+00
13+50
CD
cr-
7)
U
z
c�
14+00
14+50
15+00
13+50
14+00
14+50
15+00
CONSTRUCTION NOTES:
QUANTITY
1358
L=54.93'
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 --------------------------------
191.58 LF
1357
20
CONST. SIDEWALK PER CITY STANDARD 1006 -------------------------------------------
191.58 LF
ILL AVE. F LAU AVE TO +/-170 EAS
30
CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY STANDARD 1002--------------------1
EA
1356
m
EXISTING MAIL BOX TO BE RECOLATED_----------------------------------------------------1
EA
AfiROVED B -'Z
DATE: '
O5
CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE-------------
2,622 SQ.FT.
1355
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 ---------------------------------------
750 SQ.FT.
O7
CONST. CURB RETURN ACCESS RAMP PER CITY STANDARD 1003------------------------------
1 EA
1354
�8
EXISTING POWER POLE TO BE RELOCATED -------------------------------------------------
1 EA
1353
®
EXISTING WATER VALVE UPGRADE ---------------------------------------------------------i
EA
i0
EXISTING WATER METER TO BE RELOCATED -------------------------------------------------1
EA
1 1
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.
I'll
ILIJ
O
U
~
TO STORM DRAIN PER S.P.P.W.C. STANDARD 342-1
U~U
CONST. 8" A.C. DIKE PER CITY STANDARD 1007 -------------------------------------------
62 LF
UU
16
WATER METER & SPRINKLER HEADS TO BE RELOCATE ---------------------------------------
1 EA
17
PROVIDE MANHOLE FOR CLEANING R.C.B. PER CITY STD No. 3000-----------------------------
1 EA
18
CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3---------------------------
1 EA
19
U
1,058 SOFT.
+
+O
Z
ui
+M
d
u*)�
Q
-
Q
�
s_
1.4570
PROP-
-OP
CURB
32'-0,80%
M
H O R I Z 1: 20
.:
�'
`✓
E
GRO
ND
----
--- --F
TU
-RE
_
-
TOP-
�- =- -
--
- -
-
VERT.: 1 : 2
0
CUR
32 �'
T- -
13+50
14+00
14+50
15+00
1358
1357
1356
1355
1354
I
Is II
! I i. V,I I
�-_---------------------- -------------------------------------------
----------------------------
c --
I t
--- -------------------------- --- -_
-------------- - - - - - - - - ---------- - - - - - - - - - ca I ------------- EX 8" CURB & GUTTER- --_-=- -- ---- ------------------------------> =_ �,__--------__---_-__-_--------_---__-______--�
--------------- ----
-----------------------------------
' 1 ad !
- 2 _.._ _
,I
MILLER AVENUE - +
-
O - i 11 FS> FSv FS ES N -
O j xii 1 16�
— �O'-
10 5 55 513+00 ,�,; 14`Q� �� �� 15+QO - -- - - 5 16+00�- - --------- +-------- --- ------- - ----- --
13+21.05 MILLER AVE ,
-' - i , 4 ii J _` 9 FS � ES ES ES 11.7 - - ---- —
" , ;. ;. .. , r — — - — ----- -- -- -- — — --- — -- -ter— — ——�«--�-^—'—^-'—"---�— -
r
8
-
9+89.72 LAUREL AVE / ; ,
i
r .
i
I
i
._.. —
:.a ....: k'. ...,.. .., ..�. .. -_ ,.. v 4 w,... .. -t a —. -'�'♦ - —= ' ,
'/
><_ .. :.': _. ,... „.. ,� . 211 _. ,. _.. `1. .. -_ "..s.
EL 1 55.04 � , < ,�, . , > ,__. , a ..
. t.... e . _ 3. .. , .. .-. .-.
..., e'4 ._.-. _x z t- . _.... a 9. ,. a -...... h.' _ ,.. ..:: �._< ...<.. 1.. :...
_ z .x -..... .... _ '44 _. .--... _ ... a ,...., � :-...... < K",k� .... z _. , ...' , .. _
INV
EL 1352.63 �.
_,.. ,..a ....".. .,. .. ..... -.,. _ ... .. <:«_..b
: aj Yi . _ yx, v':i w � y �� I ! -
�y rt b e�. n _ .��, `v 3t _x n .' , �w- _..—
-22-
--�--�--�--�--�--�--�--�—�
4s.
i
,x
r
2
SLI J ; 7N
,
t I
\ ! _ i
�i 0 18`; ;
16 6> I 1 FESS/p
e W 90 uu (,,,`�+" 12& n1; � I � � NSW R.O.W. 1
it '\ iIr f �- _ ��� �2 ,'` Oro
�0 0 Nto ORGE 09,30,1
I ' w.,. ca7/'.'' _. 'i Q o LJ" go 1HVONEN S Jo �� C 0
I J �, - Q W �� 20211 1
_ r �, Q
:i / II E,W d �U
STA 9+22 79 ( !En i o c~nl rn t� - 1) d
354 9 TCB r r'• II
!I, CURB RETURN 1' E I Z o+ CgLiFOR�
Q---- ------------------------- -----------------L-, o
I I 0
n p t��c Gsy73
/ R= 35.00' oQ
f _ J A= 90.00'00^ � i I f m�wc~n
L'03 �C �tS
I
L= 54.93' O
T= 34.95' wQ of cj� (5
u I i I
O! N I I `n
?i tri I ff'_ I 1 I I 01 1
SEE SHEET 2
STREET IMPROVEMENT PLANS
MILLER AVENUE
(FROM 13+77.96 TO 14+90.99)
SCALE: 1 ":20'
PROPERTY OWNER:
HAIK KESHISHIAN
1539 N. HARVARD BLVD
LOS ANGELES, CA., 90027
PHONE: 818-621-9373
A.P.N.:0243-322-01
TOLL FREE ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
i CITY ENGINEER MAY REQUIRE REVISIONS TO THE
RE . krGO 2,q w rV(r �_s_p PLANS TO BRING THEM INTO CONFORMANCE WITH
� 1�
REVISION DESCRIPTION DATE ENGR. CI Y DATE I STANDARDS IN EFFECT.
PRpFESSIp,
M
No. C69511
*
EXP. 6/30/08
CIV IL ZP
9TF F CALLF���
J,
AC BERM WITH SAND BASE DETAIL
• • 4• 60
SCALE: 1 20'
APPROVED BY:
CONSTRUCTION NOTES:
QUANTITY
1358
(D
CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 --------------------------------
191.58 LF
1357
20
CONST. SIDEWALK PER CITY STANDARD 1006 -------------------------------------------
191.58 LF
ILL AVE. F LAU AVE TO +/-170 EAS
30
CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY STANDARD 1002--------------------1
EA
1356
®
EXISTING MAIL BOX TO BE RECOLATED_----------------------------------------------------1
EA
AfiROVED B -'Z
DATE: '
O5
CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE-------------
2,622 SQ.FT.
1355
®
GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 ---------------------------------------
750 SQ.FT.
O7
CONST. CURB RETURN ACCESS RAMP PER CITY STANDARD 1003------------------------------
1 EA
1354
�8
EXISTING POWER POLE TO BE RELOCATED -------------------------------------------------
1 EA
1353
®
EXISTING WATER VALVE UPGRADE ---------------------------------------------------------i
EA
i0
EXISTING WATER METER TO BE RELOCATED -------------------------------------------------1
EA
1 1
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 STD 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 SOFT.
1358
1357
1356
1355
1354
I
Is II
! I i. V,I I
�-_---------------------- -------------------------------------------
----------------------------
c --
I t
--- -------------------------- --- -_
-------------- - - - - - - - - ---------- - - - - - - - - - ca I ------------- EX 8" CURB & GUTTER- --_-=- -- ---- ------------------------------> =_ �,__--------__---_-__-_--------_---__-______--�
--------------- ----
-----------------------------------
' 1 ad !
- 2 _.._ _
,I
MILLER AVENUE - +
-
O - i 11 FS> FSv FS ES N -
O j xii 1 16�
— �O'-
10 5 55 513+00 ,�,; 14`Q� �� �� 15+QO - -- - - 5 16+00�- - --------- +-------- --- ------- - ----- --
13+21.05 MILLER AVE ,
-' - i , 4 ii J _` 9 FS � ES ES ES 11.7 - - ---- —
" , ;. ;. .. , r — — - — ----- -- -- -- — — --- — -- -ter— — ——�«--�-^—'—^-'—"---�— -
r
8
-
9+89.72 LAUREL AVE / ; ,
i
r .
i
I
i
._.. —
:.a ....: k'. ...,.. .., ..�. .. -_ ,.. v 4 w,... .. -t a —. -'�'♦ - —= ' ,
'/
><_ .. :.': _. ,... „.. ,� . 211 _. ,. _.. `1. .. -_ "..s.
EL 1 55.04 � , < ,�, . , > ,__. , a ..
. t.... e . _ 3. .. , .. .-. .-.
..., e'4 ._.-. _x z t- . _.... a 9. ,. a -...... h.' _ ,.. ..:: �._< ...<.. 1.. :...
_ z .x -..... .... _ '44 _. .--... _ ... a ,...., � :-...... < K",k� .... z _. , ...' , .. _
INV
EL 1352.63 �.
_,.. ,..a ....".. .,. .. ..... -.,. _ ... .. <:«_..b
: aj Yi . _ yx, v':i w � y �� I ! -
�y rt b e�. n _ .��, `v 3t _x n .' , �w- _..—
-22-
--�--�--�--�--�--�--�--�—�
4s.
i
,x
r
2
SLI J ; 7N
,
t I
\ ! _ i
�i 0 18`; ;
16 6> I 1 FESS/p
e W 90 uu (,,,`�+" 12& n1; � I � � NSW R.O.W. 1
it '\ iIr f �- _ ��� �2 ,'` Oro
�0 0 Nto ORGE 09,30,1
I ' w.,. ca7/'.'' _. 'i Q o LJ" go 1HVONEN S Jo �� C 0
I J �, - Q W �� 20211 1
_ r �, Q
:i / II E,W d �U
STA 9+22 79 ( !En i o c~nl rn t� - 1) d
354 9 TCB r r'• II
!I, CURB RETURN 1' E I Z o+ CgLiFOR�
Q---- ------------------------- -----------------L-, o
I I 0
n p t��c Gsy73
/ R= 35.00' oQ
f _ J A= 90.00'00^ � i I f m�wc~n
L'03 �C �tS
I
L= 54.93' O
T= 34.95' wQ of cj� (5
u I i I
O! N I I `n
?i tri I ff'_ I 1 I I 01 1
SEE SHEET 2
STREET IMPROVEMENT PLANS
MILLER AVENUE
(FROM 13+77.96 TO 14+90.99)
SCALE: 1 ":20'
PROPERTY OWNER:
HAIK KESHISHIAN
1539 N. HARVARD BLVD
LOS ANGELES, CA., 90027
PHONE: 818-621-9373
A.P.N.:0243-322-01
TOLL FREE ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
i CITY ENGINEER MAY REQUIRE REVISIONS TO THE
RE . krGO 2,q w rV(r �_s_p PLANS TO BRING THEM INTO CONFORMANCE WITH
� 1�
REVISION DESCRIPTION DATE ENGR. CI Y DATE I STANDARDS IN EFFECT.
PRpFESSIp,
M
No. C69511
*
EXP. 6/30/08
CIV IL ZP
9TF F CALLF���
J,
AC BERM WITH SAND BASE DETAIL
• • 4• 60
SCALE: 1 20'
APPROVED BY:
CITY OF FO NTANA, CALIFORNIA
ISRAELil1AUR/C/OOWV/S
STREET IMPROVEMENT PLAN
ENGINEERING - LAND" DEVELOPMENT
DRAWN BY:
GL
7711 LAUREL AVENUE
SCALE:
AS SHOWN
3462 BUCKINGHAM RD.
CHINO HILLS, CA
(909) 614 FAX (909) 614 1525
ILL AVE. F LAU AVE TO +/-170 EAS
DESIGNED BY:
MIS
DATE:
9/21/07
(1525
1<N L j� No. 69511 6/30/08
CHECKED BY:
NMG
AfiROVED B -'Z
DATE: '
RAWING NO,:
DWG 4431
3
CIVIL ENGINE LIC. EXP.
CITY ENGIN R.C.E. 51152